Hughson City Council
June 26, 2023

Item Qty Description Sell Sell Total
Garland/US Range Model No. G48‐4G24LL
G Starfire Pro Series Restaurant Range, gas, 48", (4) 33,000 BTU open burners, cast iron top & ring grates, (1) 24" griddle, 5/8" thick smooth steel plate, (2) space saver ovens, 3 position rack guides, (1) rack per oven, stainless steel front, sides, plate rail, 2‐piece back guard & shelf, 6" stainless steel legs, adjustable feet, 232,000 BTU, CSA Flame, CSA Star, cCSAus, NSF (Garland)
1 ea One year limited parts and labor warranty, covers products purchased and installed in the USA only, standard
1 ea Gas type to be specified
1 ea Griddle on right, standard
ITEM TOTAL: $8,940.02
3 1 ea ICE MAKER, CUBE‐STYLE $3,397.60
Scotsman Model No. MC0322MA‐1
Prodigy ELITE® Ice Maker, cube style, air‐cooled, self‐contained condenser, production capacity up to 356 lb/24 hours at 70°/50° (232 lb AHRI certified at 90°/70°), medium cube size, ICELINQ® mobile app, Bluetooth® connectivIty, preservation mode, external bin full indicator, AutoAlert™ indicating lights, WaterSense adjustable purge control, one‐touch cleaning, harvest assist, front facing removable air filter, unit specific QR code, stainless steel finish, AgION™ antimicrobial protection, 115v/60/1‐ph, 12.7 amps, cULus, NSF, engineered and assembled in USA
1 ea NOTE: Sale of this product must comply with Scotsman's MSRP Policy; contact your Scotsman representative for details
1 ea 3 year parts & labor warranties
1 ea 5 year parts & labor warranties on Evaporator
1 ea 5 year parts on compressor & condenser
1 ea B322S Ice Bin, top‐hinged front‐opening door, 370 lb application capacity, for top‐mounted ice maker, 22" width, metallic finish exterior, toolless removable baffle, polyurethane insulation, polyethylene liner, includes 6" legs, NSF, engineered and assembled in USA
$1,181.20
1 ea 3 year parts & labor warranties
1 ea AP1‐P AquaPatrol™ Plus Water Filtration System, single system, 2.1 gallons per minute max flow, designed for cubers up to 650 lb, and for flakers, nuggets & nugget dispensers up to 1,200 lb, cULus, NSF $238.40
ITEM TOTAL: $4,817.20
4 1 ea HOT FOOD SERVING COUNTER / TABLE $1,151.70
Duke Manufacturing Model No. EP303
Aerohot Steamtable Portable Hot Food Unit, 44‐3/8"W, electric, (3) 12" x 20" hot food wells with exposed elements, infinite controls, stainless steel top with 1/2" thick x 7" wide poly carving board, stainless steel open base with undershelf, 5" casters, 6' cord & plug, $3,397.60
$1,181.20
$238.40
$1,151.70
Pueblo Hotel Supply 06/06/2023
3096 Senior Center Kitchen Equipment City of Hughson
Ini al: ______

Item Qty Description Sell Sell Total
Merchandise $20,340.05
Freight $668.89
Subtotal $21,008.94
Total $21,008.94
cULus, UL EPH Classified
1 ea E303‐120 120v/60/1‐ph, 1500 watts, 12.5 amps, NEMA 5‐15 1 ea NOTE: Spillage pan set required for wet operation, please select below:

ITEM TOTAL: $1,151.70
5 1 ea MICROWAVE OVEN $267.30
Sharp Model No. R‐21LCFS
Microwave Oven, medium duty, 1000 watts, 1.0 cu. ft. capacity, stainless steel door, cavity and outer wrapper, durable side‐hinged see‐thru door, (1) power level, 6 minutes manual light up dial timer, timer heating‐time guide, timer resets to 0 when door is opened during cooking cycle, 120v/60/1‐ph, 14 amp, NEMA 5‐15P, UL, NSF 1 ea Warranty: 1 year parts, labor & travel, 3 years on Magnetron, standard ITEM TOTAL: $267.30
6 1 ea MICROWAVE OVEN <Alternate>
Winco Model No. EMW‐1000SD
Spectrum™ Commercial Microwave, .9 cubic feet capacity, 1450 W input power, dial control, accommodates 12" dia. platter, bottom energy feed system with ceramic plate, backlit LED display, interior oven light, customizable cooking timer up 60 minutes, stainless steel, 120v/60/1‐ph, 12 amp, 1000 watts, NEMA‐5‐15P, cULus (Qty Break = 1 each)
1 ea One year warranty, standard <Alternate>
ITEM TOTAL: <Alternate> $251.94
Any and all damaged item(s) should be marked as such on delivery ticket and or refused $267.30
$251.94
Pueblo Hotel Supply 06/06/2023
3096 Senior Center Kitchen Equipment City of Hughson
Ini al: ______

Acceptance: Date:

Printed Name:

Any and all damaged item(s) should be marked as such on delivery ticket and or refused and Grady's Restaurant and Bar Equipment should be notified immediately as to the extent of the damage so that we can address and work toward a solution immediately.

All packaging materials must be retained from damaged item(s) for freight inspector/adjuster claim.

Custom fabricated item(s) are not returnable. Buy-out item(s) may be returnable less the manufacturer's restocking fee, freight too and from, as well as any damages that may be incurred. The returned item(s) must be new and unused.

Credits for returned item(s) will only be given once the factory has issued credit to Grady's Restaurant and Bar Equipment
Freight is not included unless otherwise specified.

Price does not included fees, taxes, bond, permit, or licenses unless otherwise specified. .

Project Grand Total: $21,008.94
Pueblo Hotel Supply 06/06/2023
3096 Senior Center Kitchen Equipment City of Hughson
Ini al: ______

UPRIGHT REACH-IN DUAL TEMP

TOP MOUNT CONDENSING UNIT
ES Series Model: ESWQ3
Project Name:

Project Location:

Model #: Quantity:

Available Warehouse:

Refrigeration System
∙ Top mounted, self-contained and fully detachable condensing unit uses environmentally friendly R404A* refrigerant with zero (0) Ozone Depletion Potential (ODP) and EPA compliant R290 refrigerant with zero (0) Ozone Depletion Potential (ODP) and three (3) Global Warming Potential (GWP). R290 condensing units are replaceable and require no on-site brazing. *Ask about alternative refrigerant. ∙ PSC evaporator fan motors for R404A models. Electronically commutated (ECM) fan motors for R290 models. ∙ Airflow guard ensures optimal circulation of cold air. R290 models include fulllength air duct system. ∙ Time-initiated and temperature-terminated auto defrost heater for R404A and R290 freezers. Air defrost for R290 refrigerators.
∙ Large capacity, corrosion-resistant condenser and evaporator coils. ∙ Self-maintaining, energy-efficient condensate drain pan requires no external drains or electric heaters.
∙ High performance condenser fan motors ensure efficient compressor ventilation. R290 models use autoreverse condenser fan motors which also support condenser coil cleaning. Refer to owner’s manual for full maintenance instructions.
∙ Pressure relief devices allow smooth access to cabinet interior when re-opening doors. ∙ Pre-wired and ready to plug, 115V/60Hz/1Ph, NEMA 5-15P.

Cabinet Construction
∙ Heavy duty stainless steel interior / exterior with rounded corners for a hazard-free workspace. ∙ Insulated interior wall between refrigerator and freezer compartments. ∙ Galvanized steel top, bottom and rear.
∙ 2.5" thick high density polyurethane insulation.
∙ Four 5" swivel casters with locks on front set.

Lighting
∙ Energy efficient silicone coated and shatter-proof LED lighting provides bright, high color illumination with low heat output.

Doors
∙ Heavy duty stainless steel interior / exterior.
∙ 2.5" thick high density polyurethane insulation.
∙ Frame heaters prevent exterior moisture build up.
∙ Self-closing with adjustable torsion system for a positive seal. ∙ Snap-in magnetic door gasket make cleaning and replacement an easy process. ∙ High strength, recessed door handles.
∙ Pre-installed door locks keep your items safe from theft.

Shelving
∙ Epoxy coated, steel wire shelves (see table for quantity). ∙ Height adjustable stainless steel clips.

Temperature Control
∙ Multi-function digital controller with easy to read LED display. ∙ Factory preset temperature, 35°F for refrigerators and -4°F for freezers. Temperature setting range from 33° F to 54°F for refrigerators and -10°F to 54°F for freezers. ∙ R290 models include audible overheat protection alarm for compressor and condenser coil.

Options
∙ Additional shelving.
∙ 3” swivel casters with locks.
∙ 3.5” – 6” height-adjustable and interchangeable legs.

Capacity
Cu. Ft.

Shelves Refrigerant HP Power
V-Hz-Ph Amps CratedWeight L D H*
Exterior Dimensions
Doors Ref/
Frz/Dual
59"
(1499mm)

31.625"
(803mm)

74.25"
(1886mm)
524 lbs
(238kg) 5 R-290 115-60-1 5.5 1/4+ (R)1/2 (F) DUAL 2 39(R) 13(F) VER. 4/18/2023 201 W. Artesia Blvd., Compton, CA 90220 T. (310) 323-6586 F. (310) 323-7524 ( )Based on evaporating temperature of 23ºF (-5ºC) & condensing temperature of 131ºF (55ºC). ( ) Product capacity is calculated based on standard industry figures. ( ) Reference plan view for clarification on caster/unit height. If dimensions and capacity are critical, please contact Everest Refrigeration. Blizzard R290 replacement is caster/unit height. If dimensions and capacity are critical, please contact Everest Refrigeration. Blizzard R290 replacement is at the sole discretion of Everest Refrigeration. Specifications subject to change without notice. at the sole discretion of Everest Refrigeration. Specifications subject to change without notice.

Everest Refrigera on ESWQ3 Item#: 1
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 5 Elevation Right Plan 3D Back

ACCESSORIES & OPTIONS
KEY
Refrigerant R-290
BTU/HR
Compressor HP 1/4+ (R) 1/2 (F)
1926(R) 1119(F)
Compressor Mounting Top

REFRIGERATION DATA
Additional Shelving Contact Everest Refrigeration for more information.

AJL03-00 Interchangeable Leg for Caster (Optional)
CASA3-01 3" Overall Height Caster Assembly - (2) Front (2) Rear

PLAN VIEW
Part Number Description
Full Load Amperage 5.5A
Cord Length
Feed Wires with Ground 3
9ft
Voltage 115-60-1

ELECTRICAL DATA
NEMA Plug Type NEMA 5-15P

UPRIGHT REACH-IN DUAL TEMP

TOP MOUNT CONDENSING UNIT
Doors/Drawers/Lids 2
Max Weight Support (LBS) -
Crated Weight 524 lbs. (238kg)
External Dimensions
59" (1499mm)

31.625" (803mm)

74.25" (1886mm)

DIMENSIONAL DATA
L
D
H*
Shelves 5
20 oz. Bottles
Barrels
12 oz. Bottles
12 oz. Cans
8" Mugs
-
-
-
-
-
# of Pans (Top) -
Net Capacity Cu. Ft. 39(R) 13(F)

STORAGE DATA
# of Pans (Drawer) -
Dividers -
Trays -
TOP

FRONT SIDE
ES Series Model: ESWQ3
Door
Lid
Half Door
Full Door
Solid Door
Glass Door
Refrigerator
Refrigerator
Freezer
Freezer
REF/FRZ Combo
Drawer
R
REF
F
FRZ
DUAL
DR
D
L
H
FD
SD
GD
VER. 4/18/2023 201 W. Artesia Blvd., Compton, CA 90220 T. (310) 323-6586 F. (310) 323-7524 ( )Based on evaporating temperature of 23ºF (-5ºC) & condensing temperature of 131ºF (55ºC). ( ) Product capacity is calculated based on standard industry figures. ( ) Reference plan view for clarification on caster/unit height. If dimensions and capacity are critical, please contact Everest Refrigeration. Blizzard R290 replacement is caster/unit height. If dimensions and capacity are critical, please contact Everest Refrigeration. Blizzard R290 replacement is at the sole discretion of Everest Refrigeration. Specifications subject to change without notice. at the sole discretion of Everest Refrigeration. Specifications subject to change without notice.

Everest Refrigera on ESWQ3 Item#: 1
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 6 Project ______________________________________
Item _________________________________________
Quantity ____________________________________
CSI Section 11400
Approved ___________________________________
Date _________________________________________
Gas restaurant series range with 2 space saver ovens,
20" (508mm) wide or large capacity oven 26-1/4"
(667mm) wide. 47-1/4" wide, 27" (686mm) deep work
top surfaces. Stainless steel front, sides and 5" wide
front rail. 6" (152mm) legs with adjustable feet. Eight Starfire-Pro 2 piece, 33,000 Btuh/ 9.67 kW (natural
gas), cast open burners set in split cast iron ergonomic grates. Griddle or optional hot top with cast iron "H"
style burners, 18,000 Btuh/5.27 kW (natural gas), in
lieu of open burners. One piece oven with porcelain
interior and heavy duty, "keep cool" door handle.

Heavy cast iron "H" oven burner rated 32,000 Btuh/

9.38 kW (natural gas) for space saver oven, and 38,000
Btuh/11.13 kW (natural gas) for standard oven Oven
controlled by even bake, fast recovery snap action
modulating oven thermostat. Available with convection
oven in lieu of standard oven or storage base in lieu of oven(s).

NOTE: Ranges supplied with casters must be installed
with an approved restraining device.

Specifications
Standard Features
• Large 27" (686mm) work top surface
• Stainless steel front and sides
• Stainless steel 5" (127mm) plate rail
• Stainless steel backguard,
w/removable stainless steel shelf
• 12" (305mm) section stamped drip
trays w/ dimpled bottom
• 6" (152mm) adj. stainless steel legs
• Large easy-to-use control knobs
• Gas regulator
Standard on Applicable Models:
• Open storage base in lieu of oven.
• Ergonomic split cast iron top ring
grates
• 33,000 Btuh/ 9.67 kW 2 piece cast iron
Starfire- Pro open top burner
• 5/8" (15mm) thick steel griddle plate
w/manual hi/lo valve control, 23"
(584mm) working depth surface,
Standard on right, optional on left
• 4-1/4" (108mm) wide grease trough
• 18,000 Btuh/5.27 kW cast iron "H" style
griddle burner per 12"(305mm) width
of griddle
• 32,000 Btuh/ 9.38 kW (space saver) or
38,000 Btuh/ 11.13 kW cast iron “H”
style oven burner
• Snap action modulating oven
thermostat low to 500° F
• Porcelain oven interior, std. oven fits
sheet pans 18x26 in both directions
• G48-8RS
• G48-8SS
• G48-8LL
• G48-6G12RS
• G48-6G12SS
• G48-6G12LL
• G48-4G24RS
• G48-4G24SS
• G48-4G24LL
• G48-2G36RS
• G48-2G36SS
• G48-2G36LL
• G48-G48RS
• G48-G48SS
• G48-G48LL
Models
G Series 48" Gas Restaurant Range
• Nickel plated oven rack and
3-position removable oven rack guide
• Strong, keep-cool oven door handle
• Convection oven w/3 nickel plated
oven racks and removable rack
guides in lieu of standard oven w/
1/3HP 120v 60 Hz single phase fan
motor; change Suffix RS to CS
Options &
Accessories
• Convection oven motor 240v 50/60HZ
single phase
• Snap action modulating griddle
control 175° to 425° F
• Hot top 12" (305mm) plate in lieu
of two open burners, manual valve
controlled w/18,000 Btuh/5.27 kW
cast iron "H" burner standard on
left side
• Low profile 9-3/8" (238mm)
backguard stainless steel front and
sides
• Additional oven racks
• 6” (152mm) levelling swivel casters
(4), w/front locking
• Flanged deck mount legs
• Celsius temperature dials
• Piezo spark ignition for pilots on
griddles
Model G48-8LL
www.garland-group.com
6949
12/18
General Inquires 1-905-624-0260
USA Sales, Parts and Service 1-800-424-2411
Canadian Sales 1-888-442-7526
Canada or USA Parts/Service 1-800-427-6668
Garland Commercial Ranges Ltd.
1177 Kamato Road,
Mississauga, Ontario
L4W 1X4 CANADA
G Series 48" Gas
Restaurant Range
Garland US Range G48‐4G24LL Item#: 2
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 7 Welbilt reserves the right to make changes to the design or specifications without prior notice. 2-1/4"
[57mm]
34-1/2"
[876mm]
27-1/4"
[692mm]
5"
[127mm]
21"
[534mm]
30"
[763mm]
6"
[152mm]
1-1/2"
[39mm]
1" N.P.T.

REAR GAS
INLET
13-7/8"
[352mm]

ADD WHEN

DOOR OPEN
31-1/8"
[791mm]
12-1/8"
[307mm]
18-3/8"
[466mm]
39-3/8"
[1000mm]

LOW PROFILE

BACKGUARD
51"
[1296mm]

STD BACKGUARD

W/HIGH SHELF
47-1/4"
[1200mm]
231/4"
[590mm]
3-7/8" [98mm]

ADD FOR

CONVECTION OVEN
3-1/2"
[89mm]
6' POWER CORD
(FOR OPTIONAL

CONVECTION MOTOR)
G Series 48" Gas Restaurant Range
www.garland-group.com
6949
12/18
General Inquires 1-905-624-0260
USA Sales, Parts and Service 1-800-424-2411
Canadian Sales 1-888-442-7526
Canada or USA Parts/Service 1-800-427-6668
Garland Commercial Ranges Ltd.
1177 Kamato Road,
Mississauga, Ontario
L4W 1X4 CANADA
Convection ovens with 120V, 60 Hz, 1 phase, 3.4 amps
motors are supplied with 6’/1829mm cord and plug
(NEMA 5-15P); 240V ,50/60 Hz, 1 phase motors
are not supplied with cord and plug and must have
direct connect.

Gas input ratings shown for installations up to 2000
ft.,(610m) above sea level. Please specify altitudes
over 2000 ft.

This product is not approved for residential use.

Full size oven shown on left, standard on right
Space saver oven model
Model Number Open
Burners Griddle Oven(s)
Total
BTU/Hr
Natural
Ship Wt.

Lbs. Kg
G48-4G24SS 4 24" — 168,000 497 255
G48-2G36LL 2 36" (2) 20" 184,000 672 305
G48-2G36RS1 2 36" (1) 26" 158,000 639 290
G48-2G36SS 2 36" — 120,000 502 228
G48-G48LL — 48" (2) 20" 136,000 692 314
G48-G48RS1 — 48" (1) 26" 110,000 659 299
G48-48GSS — 48" — 72,000 522 237
1 Available with convection oven change RS to CS
Shipping volume, all models= 65 Cu Ft
Model Number Open
Burners Griddle Oven(s)
Total
BTU/Hr
Natural
Ship Wt.

Lbs. Kg
G48-8LL 8 — (2) 20" 328,000 572 259
G48-8RS1 8 — (1) 26" 302,000 539 264
G48-8SS 8 — — 264,000 402 182
G48-6G12LL 6 12" (2) 20" 280,000 602 273
G48-6G12RS1 6 12" (1) 26" 254,000 569 258
G48-6G12SS 6 12" — 216,000 432 196
G48-4G24LL 4 24" (2) 20" 232,000 667 303
G48-4G24RS1 4 24" (1) 26" 206,000 604 274
Width
In (mm)
Depth2
In (mm)
Height
w/shelf
In (mm)
Oven Interior-in (mm)
Combustible Wall
Clearance-In (mm)
Entry Clearance
In (mm)
Manifold
Operating Pressure
Height Depth3 Width4 Sides Rear Crated Uncrated Natural Propane 47-1/4
(1200)
34-1/2
(876)
57 (1448)
13 (330)
26 (660)
26-1/4
(667)
14 (356)
6 (152)
37 (940)
36-1/2
(927)

4.5" WC
11 mbar

10.0" WC
25 mbar
2 Convection oven base models add 3 7/8" (98mm) to the depth of the unit.  3 Convection oven depth 22" (559mm) 4 Space-saver oven is 20" (508mm) wide Note: Installation clearance reductions are applicable only where local codes permit.

Burner Ratings (BTU/Hr/kW)
Gas Type Open Top Griddle/Hot Top Standard Oven or Convection Space Saver Oven Natural 32,000/9.37 18,000/5.27 38,000/11.13 32,000/9.37 Propane 26,000/7.61 18,000/5.27 32,000/9.38 28,000/8.20 27-3/4"
[704mm]
STD OVEN 14-3/8"
[365mm]
8-3/4"
[222mm]

OPTIONAL
SHELF
18-1/4"
[464mm]
Garland US Range G48‐4G24LL Item#: 2
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 8 MC0322 - 300lb Cube Ice Machine
Prodigy ELITE® Modular Cube Ice Machine
101 Corporate Woods Parkway, Vernon Hills, IL 60061
1-800-SCOTSMAN | Fax: 847-913-9844 | www.scotsman-ice.com | [email protected] 24 Hour Volume Production
Modular Bin Options
* Contact Scotsman for bin top requirements.
• Residential Applications: 1 year parts and labor
Warranty
• 3 Years parts and labor on all components.
• 5 Years parts and labor on the evaporator.
• 5 Years parts on the compressor and condenser.

Cube Ice
Small Cube
7/8” x 7/8” x 3/8”
(2.22 x 2.22 x .95 cm)
Medium Cube
7/8” x 7/8” x 7/8”
(2.22 x 2.22 x 2.22 cm)
Common ice form, ideal for
mixed drinks.
• Warranty valid in North, South & Central
America for commercial installations.
• Contact factory for warranty in other regions.

Certification

DESIGNED

ENGINEERED

ASSEMBLED IN THE USA
9001:2015
MC0322 - 300lb Cube Ice Machine
B322S
The ICELINQ® app simplifies
interaction with machine via
Bluetooth® connection
Intelligent sensor technology
maximizes efficiency and
lowers operating costs
70˚F/21˚C
50˚F/10˚C
lb/kg
356/162
90˚F/32˚C
70˚F/21˚C
lb/kg
232/105
Air
Water
70˚F/21˚C
50˚F/10˚C
lb/kg
366/166
90˚F/32˚C
70˚F/21˚C
lb/kg
292/133
Air Cooled Water Cooled
Air
Water
B322S 22 x 34 x 44* 370/168 Metallic 140/64
Model
Number*
Dimensions
W” x D” x H”
Bin Application
Capacity
lb/kg Finish
Ship Weight
lb/kg

SANITARY DESIGN
Removable, External Air Filters
Speeds up cleaning process and reduces unit footprint.

WaterSense Adaptive Purge
Optimizes water consmption, keeping the machine cleaner and operating more efficiently.

EASE OF USE
Integrated ICELINQ® App
Provides real-time diagnostics, access to settings and guided cleanings. The app also contains specific information for convenient maintenance.

AutoAlertTM Panel
The AutoAlertTM panel displays relevant machine status that is visible across the room. Now featuring an external bin full indicator light and easier to read 16-segment display.

ENHANCED RELIABILITY
Upgraded Sensors
Ice thickness and water sensor design enhances cleanability and amplifies durability.

Preservation Mode
Maximizes uptime and notifies users of potential issues.

Compatible ®
with ICELINQ®
Scotsman MC0322MA‐1 Item#: 3
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 9 Specifications
All Models Accessories
Dimensions (W x D x H):

Unit: 22” x 24” x 23”
(55.9 x 61.0 x 58.4 cm)
Shipping Carton: 26” x 28” x 29”
(66 x 71.1 x 73.7 cm)
Shipping Weight:
155 lb / 70 kg
BTUs per hour:
5,200
KVS Vari-Smart™ Ice Level Control - Precisely control ice levels using ultrasonic technology.

Model Number Description
MC0322 - 300lb Cube Ice Machine
Prodigy ELITE® Modular Cube Ice Machine
Scotsman recommends all ice machines have water filtration. See Scotsman water filter specification sheet for details.

Refrigerant: R-404A
SIS-SS-PE-MC0322 11-22
Specifications and design are subject to change without notice.

Operating Requirements
Minimum
Air Temperatures
Water Temperatures
Remote Cond. Temps
Potable Water Pressure
Electrical Voltage
50°F (10°C)
40°F (4.4°C)
-20°F (-29°C)
20 PSIG (1.4 bar)
-5%
100°F (38°C)
100°F (38°C)
120°F (49°C)
80 PSIG (5.5 bar)
+10%
Maximum
KBILC Basic Ice Level Control - Thermistor technology, ideal for dispenser applications.

Smart-Board™ Advanced Control - Use additional operational data for fast diagnosis.

Smart-Board™ Advanced Control with Network - Network capable.

Prodigy Advanced Sustainability Kit - Includes KVS and KSBU - N KSBU
KSBU-N
KPAS
an Ali Group Company
© 2022 Scotsman Ice Systems. The Spirit of Excellence
101 Corporate Woods Parkway, Vernon Hills, IL 60061
1-800-SCOTSMAN | Fax: 847-913-9844 | www.scotsman-ice.com [email protected]
XSafe Continuous operation, field-installed. ® XR-30 Sanitation System for Modular Cube - Cond. Water Pressure 20 PSIG (1.4 bar) 230 PSIG (16.1 bar)

AIR COOLED

BACK VIEW

LEFT SIDE VIEW FRONT VIEW

WATER COOLED BACK VIEW

PLAN VIEW

57.4 22.58

55.9 22.00

58.2 22.93

LOUVER AND

REMOVABLE FILTER

AC UNITS ONLY

4.2 1.66

7.7 3.04

27.4 10.81

39.1 3/4" FPT 15.41 DRAIN
3/8" FPT
WATER
INLET
.88" DIA

ELECTRICAL
ACCESS

4.3 1.69

3.6 1.44

8.3 3.27

5.1 2.03

38.8 15.29
19 7.48

7.7 3.04

27.4 10.81
37 14.56
3/4" FPT
DRAIN
3/8" FPT
WATER
INLET
.88" DIA

ELECTRICAL
ACCESS
1/2" FPT

CONDENSER
DRAIN
3/8" FPT

CONDENSER

WATER INLET

24.00 REF.

22.00 REF.

2.00 5.1 2.00

5.1 19.05

48.4 3.25

8.3 10.25
26 7.00

17.8 ICE DROP OPENING

ULTRASONIC

BIN LEVEL
SENSOR
(OPTIONAL)
61 24.00








Model Number
Cube Size: medium or small
Condenser
Unit
Basic Electrical
Volts/Hz/Phase
Max. Fuse Size
or HACR Circuit
Breaker (amps)
Circuit
Wires
Min. Circuit
Ampacity
Energy Consumption
kWh/100 lb (45.4 kg)
90˚F(32˚C)/70˚F(21˚C) 90˚F(32˚C)/70˚F(21˚C)
Water Usage
Gallons/100 lb (liters/45.4 kg)
Potable Condenser
sm. med.

Air
Water
Air
Water
115/60/1
115/60/1
115/60/1
115/60/1
15 15
15 15
2 2
2 2

12.7 11.9

12.7 11.9

6.95 5.23

6.95 5.23

18.0/68.2

18.3/69.4

18.0/68.2

18.3/69.4
-
144.0/545.6
Air 208-230/60/1 15 2 6.1 6.95 18.0/68.2 -
Air 208-230/60/1 15 2 6.1 5.23 18.3/69.4 144.0/545.6
-
144.0/545.6
MC0322MA-1
MC0322MW-1
MC0322MA-32
MC0322SA-1
MC0322SW-1
MC0322SA-32
MC0322 - 300lb Cube Ice Machine
Scotsman MC0322MA‐1 Item#: 3
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 10 1-800-SCOTSMAN Fax: 847-913-9844 www.scotsman-ice.com [email protected] 101 Corporate Woods Parkway, Vernon Hills, IL 60061
Features
New sleek, contemporary styling. A perfect match to Prodigy Plus cube ice machines and other Scotsman ice machines.

Convenient, built-in scoop holder.

Easily removable baffle, no tools required for cleaning.

Lightweight.

Unique recessed drain fitting for maximum installation flexibility.

Corrosion resistant.

Spring loaded door with hidden hinges for easy opening and closing (except for B230P).

Available in metallic finish or durable rotocast plastic.

Ice scoop included.

B322S, B330P, B530P/S, B842S, B948S -
Storage Bins
B322S, B330P, B530P/S, B842S, B948S - Storage Bins
Modular Storage Bins
Storage Capacity
Application
Capacity
lb/kg
370/168
B322S
B530S show with optional
KLP8S legs.

Application
Capacity
lb/kg
344/156
B330P
Application
Capacity
lb/kg
536/244
B530P/S
Application
Capacity
lb/kg
778/353
B842S
Application
Capacity
lb/kg
893/406
B948S
Warranty
• 3 years parts and labor on all components.

Polyurethane
Insulation
Foam insulation is forced between the wall
and liner under heat and pressure to form a
perfect wall to wall bond, preserving ice
supply for long periods.

Bin Interior
The polyethylene bin interior is sanitary and
easy to clean. Resists scratches and scuffs
from ice scoops.
• Warranty valid in North, South & Central
America for commercial installations.
• Contact factory for warranty in other regions.
• Residential Applications: 1 year parts and labor
Application capacity is based on 90% of total volume in cubic feet x 34 lb/ft 3 Certification

DESIGNED

ENGINEERED
ASSEMBLED IN THE USA 9001:2015
Scotsman B322S Item#: 3
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 11 B322S, B330P, B530P/S, B842S, B948S -
Storage Bins
B322S, B330P, B530P/S, B842S, B948S - Storage Bins
Modular Storage Bins
Installation Note: Allow 6” space at back for utility connections.

D
C
B
J
K
A
F G
H
E
P
L
N M
S
R

BIN DRAIN
T
Overall Dimensions
Model # Carton (W x D x H)*
Shipping Information
Model # Carton (W x D x H) Weight (lb/kg)
B322S
B330P
B530P
B530S
B842S
26” x 36” x 49”
33” x 36” x 35”
33” x 37” x 49”
33” x 37” x 49”
45” x 36” x 49”
140/64
90/41
110/50
150/68
190/86
B948S 51” x 36” x 49” 209/95
Dimensions
Model # A B C D E F G H J K L M N P R S
B322S 28.23 34 45.5 61.24 18 3.88 25 32.75 44 6 22 15.5 3.25 22.5 11 6 .75 NPT B330P 28.15 34 45.5 47.24 18 3.33 25 32.42 31 6 30 23.5 3.08 30.5 15 6 .75 NPT B530P/S 28.15 34 45.5 61.24 18 3.09 25 31.93 44 6 30 23.5 2.83 30.5 15 6 .75 NPT B842S 28.07 34 45.5 61.87 18 3.88 25 32.75 44 6 42 35.5 3.25 42.5 21 6 .75 NPT B948S 28.05 34 45.5 61.24 18 3.88 25 32.75 44 6 48 41.5 3.25 48.5 24 6 .75 NPT T
Accessories*
Kit, bit casters for B530S, B842S, B948S and SB380.** Not for use with B322S or SB480 when using extensions.

Kit, bin casters for B330P and B530P.**
Kit, legs, 6”, flanged feet, for B bins, HD dispensers, AFE, CU1/2/3 and NSE.

Kit, legs, 6”, stainless steel, for B bins, HD dispensers, AFE, CU1/2/3 and NSE.

KBC1
KBC1P
KLP7
KLP8S
Bagger, hooks on any bin.

Kit, bags, 1000, for BGS10.

Kit, tape sealer, for BGS10.

Kit, tape, 180 ft. roll, for BGS10.

BGS10
KBAG

KSEALER
KTAPE
KHOLDER Kit, scoop holder, stainless steel.

Model Number Description
B322S
B330P
B530P
B530S
B842S
22” x 34” x 44”
30” x 34” x 31”
30” x 34” x 44”
30” x 34” x 44”
42” x 34” x 44”
B948S 48” x 34” x 44”
W
D
H
**3.5” Diameter, 2 locking, raises bin 4.5”.
* Add 6” Height for bin legs.
www.scotsman-ice.com [email protected] 1-800-SCOTSMAN Fax: 847-913-9844
101 Corporate Woods Parkway, Vernon Hills, IL 60061
© 2020 Scotsman Ice Systems. The Spirit of Excellence SIS-SS-BIN-NG 09-20 an Ali Group Company
Scotsman B322S Item#: 3
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 12 1-800-SCOTSMAN Fax: 847-913-9844 www.scotsman-ice.com [email protected] 101 Corporate Woods Parkway, Vernon Hills, IL 60061
SSM Plus
Extends the life of your Scotsman machine and provides cleaner, more consistent ice.

Now with AquaArmor with AgION , a silver-based anti-microbial compound that reduces the growth of bacteria, microorganisms, algae, mold and slime on ice machine surfaces, preventing premature clogging.

Ultrafine half-micron filtration, combined with food-grade polyphosphate, assures that chlorine, off-tastes, odors and particles stay out of your ice.

Filtration can reduce unscheduled water-related maintenance calls by as much as 40%.

Easy to install and maintain.

Water Filters
Water Filters
SSM Plus and Aqua Patrol Plus Water Filtration Systems ® ®
®
with
®
Certification
Features
®
AquaPatrol Plus
Leaves chlorine in water to keep machine cleaner longer.

Polyphosphate feed to inhibit scale build up.

Easy to install and maintain.

Tighter pore size now eliminates more undesirable compounds.

New smaller footprint gives operations more flexibility.

The SSM and AquaPatrol Plus filter and replacement cartridge have been tested and listed by NSF only for the functions listed above. Check for compliance with state and local law and regulations. Do not use where the water is micro-biologically unsafe, or with water of unknown quality without adequate disinfection before or after the unit. Can be used on water that may contain filterable cysts.

NSF International Standards
Standard No. 42: Aesthetic Effects
Chemical Unit
Chlorine reduction, class 1
Taste and odor reduction
Mechanical Filtration Unit
Particle reduction, class 1

99.9% reduction of particles
1/2 micron and larger sizes
®
Standard No. 53: Health Effects
Mechanical Filtration Unit
Turbidity reduction
Cyst reduction
Asbestos reduction
Warranty
• 5 years on manifold parts only
• Warranty valid in North, South & Central America for commercial installations.
• Contact factory for warranty in other regions.

AP3-P
SSM3-P

DESIGNED

ENGINEERED

ASSEMBLED IN THE USA
• Residential Applications: 1 year parts and labor
15 Scotsman AP1‐P Item#: 3
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 13 Water Filters
Specifications
Model
Number
Dimensions Description Maximum Flow
W D H (gallons/minute)
SSM Plus
SSM1-P
SSM2-P
SSM3-P

5.6 16.6
21 4.75

5.5 5.5

30.5 29.26

29.26 1.67

3.34 5.01
Single System for Cubers up to 650 lb (295 kg) and flakers, nuggets and nugget dispensers up to 1,200 lb (544 kg).

Double System for Cubers up to 650 lb (295 kg) and flakers, nuggets and nugget dispensers up to 1,200 lb (544 kg).

Triple System for Cubers over 1,300 lb (544 kg)
AquaPatrol
Plus
AP1-P
AP2-P
AP3-P

5.6 16.6
21 4.75

5.5 5.5

21.5 19.26

19.26 2.1

4.2 6.3
Single System for Cubers up to 650 lb (295 kg) and flakers, nuggets and nugget dispensers up to 1,200 lb (544 kg).

Double System for Cubers up to 650 lb (295 kg) and flakers, nuggets and nugget dispensers up to 1,200 lb (544 kg).

Triple System for Cubers over 1,300 lb (544 kg)
Shipping Accessories
SC10 Replacement Filter (package of 40)
SC20 Replacement Filter (package of 20)
Replacement Cartridge for SSM Plus (package of 1)
Replacement Cartridge for SSM Plus (package of 6)
SC10RC40
SC20RC20
SSMRC1
SSMRC6
Replacement Cartridge for AquaPatrol Plus (package of 6) Replacement Cartridge for AquaPatrol Plus (package of 1) APRC6-P
APRC1-P
Model Number Description
Scotsman recommends all ice machines have water filtration. 1-800-SCOTSMAN Fax: 847-913-9844 www.scotsman-ice.com [email protected] 101 Corporate Woods Parkway, Vernon Hills, IL 60061
Specifications and design are subject to change without notice.

Operating Requirements
Minimum
Air Temperatures
Water Temperatures
Water Pressures
50°F (10°C)
40°F (4.4°C)
20 PSIG (1.4 bar)
100°F (38°C)
100°F (38°C)
80 PSIG (5.5 bar)
Maximum
© 2018 Scotsman Ice Systems. SIS-SS-SSMP 02-18
Water Filters
SSM Plus and Aqua Patrol Plus Water Filtration Systems ® D
D
D
D
D
W
W
W W
W
H
H
H
H
H
INLET
3/8” FNPT OUTLET
3/8” FNPT
OUTLET
3/4” FNPT
INLET
3/4” MNPT
INLET
3/4” MNPT
OUTLET
3/4” FNPT
INLET
3/4” FNPT
OUTLET
3/4” FNPT
INLET
3/4” FNPT
OUTLET
3/4” FNPT
SSM1-P &
AP1-P
SSM2-P &
AP2-P
SSM3-P &
AP3-P
SC20 -A
SC10 -A
SSM1-P:

SSM2-P:

SSM3-P:

AP1-P:

AP2-P:

AP3-P:

SC10-A:

SC20-A:
21” x 10” x 6”
26” x 16” x 13”
26” x 16” x 13”
10” x 21” x 6”
16” x 26” x 13”
16” x 26” x 13”
6” x 6” x 17”
6” x 6” x 26”
7/3
11/5
16/7
7/3
11/5
16/7
5/2
11/5
Model
Number Dimensions
Weight
(lb/kg)
®
®
®
Coarse
Pre-Filters
SC10-A
SC20-A

5.16 5.16

5.5 5.5

12.44 22.44
5 10
Single System for Cubers up to 650 lb (295 kg) and flakers, nuggets and nugget dispensers up to 1,200 lb (544 kg).

Single System for Cubers up to 650 lb (295 kg) and flakers, nuggets and nugget dispensers up to 1,200 lb (544 kg).

Scotsman AP1‐P Item#: 3
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 14 Approval Stamp(s):

Specifications
F.O.B. Sedalia, Missouri 65301
DUKE MANUFACTURING CO.
2305 N. Broadway
St. Louis, MO 63102
800.735.3853 Toll Free
314.231.5074 Fax
www.dukemfg.com
Specification subject to change
WARNING For CA residents: go to
www.dukemfg.com/prop65 for prop 65 warning
E302
OPTIONS:
‰ 3-phase wiring
‰ 1,000 watt elements
‰ Stainless steel heat compartment liner
‰ Drop type brackets for cutting board
‰ Stainless steel feet
‰ Adapter plates
‰ Insets/Inset Covers
‰ Spillage pans
‰ Dish Shelf
‰ Trayslides & Workshelves
‰ Foodshields
SS-1050 Aerohot Electric REV C 09/25/2019
CERTIFICATIONS:

AEROHOT™ FOODSERVICE - HOT FOOD UNITS - ELECTRIC Catalog No. AFS-ELECHOT A.I.A. File No. 35-C-13 NSF/ANSI 4
PRODUCT INFORMATION:

PROJECT: ____________________________
ITEM: ____________________________
QUANTITY: ____________________________
MODEL:

Aerohot™ Foodservice
Hot Food Units - Electric
E302/EP302 2 top openings
E303/EP303 3 top openings
E304/EP304 4 top openings
E305/EP305 5 top openings
TOP:
20 gauge, stainless steel
Die-stamped openings - 12” x 20”
Poly carving board - 7”W x 1/2” thick with 18
gauge stainless steel support shelf and diestamped brackets HEAT COMPARTMENTS:

Each with die-formed 8” deep galvanized liner
Insulated with 1” thick fiberglass or equal, all
four sides and bottom
Single phase standard
BODY AND INTERIOR SHELF:
20 gauge, 430 Series stainless steel body
20 gauge, 430 Series stainless steel undershelf
430 Series stainless steel tubular legs with
adjustable plastic feet
ELECTRICAL INFORMATION:
‰ 500 or 750 watt dome-type element for each
compartment
‰ Wired to operate on 120, 208 or 240 Volt
‰ Single or Three phase
AC current
Each section with infinite switch
Permanently wired, 6’ long cord and plug
provided
Duke EP303 Item#: 4
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 15 Printed in U.S.A
© 2019, Duke Manufacturing Co.

Duke Manufacturing Co.
2305 N. Broadway
St. Louis, MO 63102
Phone: 314-231-1130
Toll Free: 1-800-735-3853
Fax: 314-231-5074
www.dukemfg.com
AEROHOT™ FOODSERVICE - HOT FOOD UNITS - ELECTRIC Catalog No. AFS-ELECHOT A.I.A. File No. 35-C-13 LEGEND
▪ ELECTRICAL CONNECTION
22 716 " 7"
30 3/8", 44 3/8"
58 3/8", 72 3/8"
34"
28" 6"
12 1
2 " 15 1
2 "
21 1
2 "
2" 11
4 "
81 4 "
7"

TOP VIEW

FRONT VIEW RIGHT SIDE VIEW
DIMENSIONS: FREIGHT CLASS: 85
Model
Length Width Height Top
Openings
Cube ft.

Crated
Weight
in cm in cm in cm lbs kg
E302/EP302 30 3/8 77.2 22 7/16 57.1 34 86.4 2 23.4 81/90 36.8/40.9 E303/EP303 44 3/8 112.8 22 7/16 57.1 34 86.4 3 32.5 107/114 48.6/51.8 E304/EP304 58 3/8 148.3 22 7/16 57.1 34 86.4 4 41.5 138/144 62.7/65.5 E305/EP305 72 3/8 183.9 22 7/16 57.1 34 86.4 5 50.5 165/172 75.0/78.2 Model
120 Volt - 500 watt elements 208 Volt - 750 watt elements 240 Volt - 750 watt elements Watts Amps NEMA Watts Amps NEMA Watts Amps NEMA
E302/EP302 1000 8.3 5-15 1500 7.2 6-20 1500 6.3 6-20
E303/EP303 1500 12.5 5-15 2250 10.8 6-20 2250 9.4 6-20
E304/EP304 2000 16.7 L5-30 3000 14.4 6-20 3000 12.5 6-20 E305/EP305 2500 20.8 L5-30 3750 18.0 L6-30 3750 15.6 6-20 *Cord and NEMA plug included
(Consult factory for 3-phase electrical requirements and other options.) ELECTRICAL SPECIFICATIONS: CONTACT FACTORY: Electric values & plug configurations change for 3 phase or when adding electric options.

Duke EP303 Item#: 4
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 16 Medium Duty Commercial Microwave Oven

FEATURES
Finish Stainless Steel
Grade Medium Duty
Oven Control Light Up Dial with Auto Cancel
Capacity (cu. ft.) 1.0
Output Power (Watts) 1000
Power Levels 100%
Timer 6 Minute Timer
Display Lighted Dial
Interior Light Yes
Door Handle Trigger Switch
Door, Cabinet, Interior Stainless Steel
Door Window See-Through
DIMENSIONS & WEIGHT (in. / lbs.)
Cavity Dimensions (w x h x d) 13-7/8" x 8-1/8" x 14-5/8" Product Dimensions (w x h x d) 20-1/2" x 12-1/8" x 16"
Product Weight / Shipping Weight 37 lbs / 44 lbs

ADDITIONAL SPECIFICATIONS
AC Power Required 120V, 60Hz, 1.6KW, 14A
NEMA Receptacle 5-15R
UPC 074000620483

SHARP ELECTRONICS CORPORATION
100 Paragon Drive, Montvale NJ, 07645

1.800.237.4277 • www.sharpusa.com
© 2020 Sharp Electronics Corporation. All rights reserved. • 1.0 cu. ft. Capacity, with High Quality Stainless
Steel Interior, Exterior, and Door
• Dependable 6-Minute Electronic Dial Timer
Clearly Marked in 10, 15 and 30-Second
Increments.
• Auto Cancellation - When Door is Opened
During Cooking Cycle, Remaining Time is
Canceled Out.
• Heating Time Guide- Recommends Times for
Heating a Variety of Popular Foods
• 1-Stage Cooking, 100% Power
Design and specifications subject to change without notice. Sharp is a registered trademark of Sharp Corporation. SelectaPower, SelectaTime and Express Defrost are trademarks of Sharp Corporation. All other trademarks are the property of their respected owners.

R21LCFS
1000
WATTS

1.0 CU.FT.

Sharp R‐21LCFS Item#: 5
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 17 www.WincoUS.com

DIAL CONTROL

MICROWAVE

C US LISTED
♦1,000 watts of cooking power for quick heating
♦ Motor driven bottom antenna for efficient energy
distribution and consistent results
♦Engineered for commercial kitchen use
♦Stainless steel interior with bottom ceramic plate
♦Ample 0.9 cubic feet (25 L) oven capacity
♦Accommodates 12" (30.5 cm) diameter platter
♦Customizable cooking timer up to 60 minutes
♦Backlit LED display
♦Interior oven light
♦ Overall dimensions: 20.5"W x 17.9"D x 12.3"H
♦ One year warranty
Built with convenience, speed, operability, and durability in mind, the SPECTRUM DIAL CONTROL MICROWAVE provides quick heating capabilities via 1000W of microwave power, making it ideal for warming soups, sandwiches, prepackaged lunches, beverages, and more.

Engineered for commercial kitchen use, this microwave features an all stainless steel exterior and interior, compared to competitors’ painted interior units. Additionally the ceramic heating plate features a bottom energy feed system, allowing for peak performance, efficient energy distribution, and consistent results. With multiple power levels and adjustable time intervals, as well as a spacious 0.9 cubic feet oven cavity, this microwave is flexible enough to accommodate a variety of items to meet all your cooking and warming needs.

COMMERCIAL STAINLESS STEEL

MODEL VOLTAGE
INPUT

POWER (W)
OUTPUT

POWER (W) AMPS
OVEN

CAPACITY

DIMENSIONS (INCHES)

WIDTH DEPTH HEIGHT LBS
EMW-1000SD 120 V 1450 W 1000 W 12 0.9 Ft3 20.5" 17.9" 12.3" 42.55 EMW-1000SD

ITEM DESCRIPTION UOM
EMW-1000SD Spectrum Commercial Microwave, Dial,
Stainless Steel, 1,000 W
Set
Winco EMW‐1000SD Item#: 6
3096 Senior Center Kitchen Equipment Pueblo Hotel Supply Page: 18 Meeting Date: June 26, 2023
Subject: Approval to Authorize City Staff to Rerelease Bid Documents for the Walker Lane Improvement Project
Enclosures: Notice to Contractors
Improvement Plans
Presented By: Carla C. Jauregui, Community Development Director Approved By: _________________________
City Manager
Staff Recommendation:

Authorize City staff to rerelease bid documents for the Walker Lane Improvement Project.

Background and Overview:

The Walker Lane Improvement Project was originally approved to go out to bid on January 25, 2021, the lowest responsible bidder was obtained, and the project was awarded on May 10, 2021, to McFadden Construction. This project is part of a multi-year effort to complete sidewalk infill projects to improve connectivity, mobility and access for non-motorized users of the City. This is a Community Development Block Grant (CDBG) project and has been part of the City’s project list since the 2020-2021, Annual Action Plan (AAP) prepared by the County. As a condition of funding, the project is required to obtain environmental clearance as well as an income survey of the area, which wasn’t completed prior to awarding the project.

Due to staff turnover and the pandemic, it became difficult to finalize both. Staff has now completed the requirements and is ready to start construction. Due to the inflation of construction material prices, the original bid could not be honored by the contractor and staff is requesting authorization to rerelease bid documents to obtain a new bid for construction of the project.

This project will improve Walker Lane and will add curb, gutter, and sidewalks to both sides of the street. The existing asphalt will be ground and milled so that new sub-base and .2 feet of asphalt can be added to the roadway to match the grades of the new curb and gutter. The sidewalk on the north side of Walker Lane will be dead-ended as it approaches Tully Road to facilitate future connections to a sidewalk along Tully Road. New storm drain drop inlets will be constructed and a connecting pipe will be installed to the existing storm drain system. The water valve CITY COUNCIL AGENDA ITEM NO. 4.2
SECTION 4: UNFINISHED BUSINESS
covers and manholes will be raised/lowered to match the new roadway elevations.

New striping of the centerline, stop bar, and stop legends will be added. All driveways to residents will be matched with similar material if needed.

The CDBG projects are meant to address housing and community development needs each year. Complete streets with accessible and walkable sidewalks are an important component of community development. Walker Lane is one of the last streets in the City that does not have sidewalks. The remaining streets without sidewalks will continue to be the focus of CDBG funds so that in the future all streets in Hughson will have adequate sidewalks and if possible, bike lanes, for all modes of pedestrian movement.

Fiscal Impact:

The City was allocated $181,175 in CDBG funds for the 2020-2021 fiscal year. The City has been collecting CDBG funds for over three years to be able to complete this project. Currently, there is $882,742 in CDBG funds budgeted and available for this project. The engineer’s estimate for the construction of the project is $350,000. With a 10% construction contingency and a 10% construction management contingency, the total cost of the project will be $385,000.

CITY OF HUGHSON

DEPARTMENT OF PUBLIC WORKS

NOTICE TO CONTRACTORS

SPECIAL PROVISIONS

PROPOSAL & CONTRACT
FOR

WALKER LANE IMPROVEMENTS
PREPARED BY:

MCR ENGINEERING, INC.
1242 DUPONT COURT
MANTECA, CALIFORNIA 95336
(209) 239‐6229
(209) 239‐8839 FAX
JUNE 2023
Table of Contents i

TABLE OF CONTENTS
NOTICE TO CONTRACTORS ............................................................................................................................................. NC‐1 INSTRUCTION TO BIDDERS ............................................................................................................................................... IB‐1

PROPOSAL
PROPOSAL  ................................................................................................................................................................  . P‐1 CONTRACTORS BID  ..................................................................................................................................................  . P‐4 BIDDER’S BOND  .......................................................................................................................................................  . P‐6 LIST OF SUBCONTRACTORS  .....................................................................................................................................  . P‐7 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION  ...........................................................................................  . P‐8 PUBLIC CONTRACT CODE .........................................................................................................................................  . P‐9 NON‐COLLUSION AFFIDAVIT  ................................................................................................................................... P‐10 DEBARMENT AND SUSPENSION CERTIFICATION  .................................................................................................... P‐11 NON‐LOBBYING CERTIFICATION  ............................................................................................................................. P‐12

CONTRACT
CONSTRUCTION CONTRACT  ....................................................................................................................................  . C‐1 EXHIBIT A: PROJECT DESCRIPTION & SCOPE  ...........................................................................................................  . C‐8 EXHIBIT B: PAYMENT – SCHEDULE OF VALUES  .......................................................................................................  . C‐9 EXHIBIT C: CLAIMS REQUIREMENTS ........................................................................................................................ C‐10 EXHIBIT D: INSURANCE PROVISIONS  ....................................................................................................................... C‐12 SAMPLE PAYMENT BOND  ........................................................................................................................................ C‐19 SAMPLE PERFORMANCE BOND  ............................................................................................................................... C‐20 NOTICE OF AWARD  ................................................................................................................................................. C‐21 NOTICE TO PROCEED  ............................................................................................................................................... C‐22

SPECIAL PROVISIONS
SECTION 1. SPECIFICATIONS AND PLANS  ...................................................................................................... SP‐1 SECTION 2. BIDDING ......................................................................................................................................  SP‐2 SECTION 3. AWARD AND EXECUTION OF CONTRACT ...................................................................................  SP‐4 SECTION 4. SCOPE OF WORK .........................................................................................................................  SP‐6 SECTION 5. CONTROL OF WORK....................................................................................................................  SP‐8 SECTION 6. CONTROL OF MATERIALS............................................................................................................ SP‐13 SECTION 7. LEGAL RELATIONS AND RESPONSIBILITIES ................................................................................. SP‐15 SECTION 8. PROSECUTION AND PROGRESS................................................................................................... SP‐24 SECTION 9. MEASUREMENT AND PAYMENT................................................................................................. SP‐28 TECHNICAL SPECIFICATIONS  ........................................................................................................................................... TS‐1 INSTRUCTION TO BIDDERS ............................................................................................................................................... IB‐1 (CONTINUED ON NEXT PAGE)
Table of Contents ii

APPENDIX
APPENDIX A. CDBG SUPPLEMENTAL GENERAL CONDITIONS
APPENDIX B. PREVAILING WAGE RATES FOR NORTHERN CALIFORNIA APPENDIX C. FEDERAL WAGE DETERMINATION FOR CALIFORNIA
Walker Lane Improvements     NC‐1

NOTICE TO CONTRACTORS
Contractors are invited to submit written formal bids for:

WALKER LANE IMPROVEMENTS
Bids shall be submitted in sealed envelopes on the form provided with the specifications for that purpose.  Envelopes shall be addressed to
Office of the City Clerk of the City of Hughson
7018 Pine Street
Hughson, California 95326
and plainly marked:

WALKER LANE IMPROVEMENTS
and delivered to the City Clerk at City Hall, City of Hughson, 7018 Pine Street, Hughson California, 95326, up to 2:30 P.M., Wednesday, August 2, 2023, at which time subject bids will be publicly opened and read aloud.

Proposal forms for this work are included in the “Proposal” section of this document (blue pages).

The work to be performed consists, in general, of demolition, clearing, grubbing, drainage improvements, concrete, roadway excavation and grading, paving, and striping. Other such items and details not mentioned herein that are required by the plans, Standard Specifications or these Special Provisions shall be performed, placed, constructed, or detailed.

Bids are required for the entire work described herein.  The Contractor shall posses a Class A license at the time this contract is awarded.

This contract issubject to state contract non‐discrimination and compliance requirements pursuant to Government Code Section 12990.

Plans, specifications and proposals are available at CITY HALL IN HUGHSON, 7018 Pine Street, HUGHSON, CALIFORNIA 95326.   The successful bidder will be furnished with additional plans and specifications, upon request, at no additional cost.   For information please call the City Engineer at (209) 239‐6229 or City Hall at (209) 874‐2328.

Bids shall be accompanied by a Proposal Guaranty of a certified check or bidder’s bond of not less than 10 percent (10%) of the total amount of the bid, made payable to the order of the City of Hughson, to be retained as liquidated damaged by the Owner if the successful bidder fails to enter in to a Contract.

Upon entering into a contract, the successful bidder will be required to furnish a Performance Bond and a Payment Bond each for 100 percent of the contract amount.

The City of Hughson hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement any disadvantaged business enterprises will be afforded full Walker Lane Improvements     NC‐2
opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

Pursuant to Section 1773 of the Labor Code, the general prevailing rate of wages in the County in which work is to be done has been determined by the Director of the Department of Industrial relations.

These wage rates and the Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the serially numbered books issued for bidding purposes entitled “Proposal and Contract”, and in the copies of said book that may be examined at the offices described above where project plans, special provisions, and proposal forms may be seen.  Addenda to modify rates, if necessary, will be issued to holders of “Proposal and Contract” books.  Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates.

Attention is directed to the Federal minimum wage rate requirements in said books entitled “Proposal and Contract”.  If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate.   The Department will not accept lower State wages not specifically included in the Federal minimum wager determinations.   This includes “helper” (or other classifications based on hours of experience) or any other classification not appearing in Federal wage determinations.  Where Federal wage determinations do not contain the State wage rate determinations otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall not pay less than the Federal minimum wage rate which most closely approximates the duties of the employees in question.

The U.S. Department of Transportation (DOT) provides a toll‐free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 5:00 p.m., Eastern Time, Telephone No. 1‐800‐424‐9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected.

The Owner reserves the right to reject any or all bids, or to waive any informalities.  If awarded, a contract will be awarded within 10 days of the bid opening.  The Contract shall be signed within 14 calendar days; not including Sundays and legal holidays, after receipt of the Notice of Award, and work shall be completed within sixty (60) calendar days after Notice to Proceed.

For any moneys earned by the Contractor and withheld by the City of Hughson to ensure the performance of the contract, the Contractor may, at his request and expense, substitute securities equivalent to the amount withheld in the form and manner and subject to the conditions provided in Sections 22300 and 10263 if the Public Code of the State of California.

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INSTRUCTIONS TO BIDDERS
ENGINEER:

MCR Engineering, Inc.
1242 Dupont Court
Manteca,  CA  95336
(209) 239‐6229
OWNER:

CITY OF Hughson
Public Works Department
7018 Pine Street
Hughson, CA  95326
Phone: (209) 883‐4054
PART 1 ‐ DEFINED TERMS

1.01 Terms used in these Instructions to Bidders, which are defined in the General Conditions and Supplementary Conditions have the meaning assigned to them in the General Conditions and the Supplementary Conditions.  The term "Bidder" means one who submits a bid directly to the Owner, as distinct from a sub‐bidder, who submits a bid to a Bidder.  The term "Successful Bidder" means the lowest, qualified, responsible, responsive Bidder to whom Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award.  The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructionsto Bidders, the Bid Form, and the proposed Contract Documents(including all addenda issued prior to receipt of Bids).

PART 2 ‐ COPIES OF CONTRACT DOCUMENTS

2.01 Complete copies of the Plans and Specificationsfor use in preparing bids may be obtained in accordance with the Invitation to Bid.

2.02 Partial sets of Bidding Documents will not be issued.  Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.

2.03 Owner and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use.

PART 3 ‐ QUALIFICATIONS OF BIDDERS

3.01 In accordance with Labor Code Section 1771.1(a):

A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 . It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

This requirement also applies to subcontractors listed in the Bid Proposal.

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3.02 Each Bidder shall type or write in a legible manner their California Contractor's license number on the outside of the envelope or wrapper which contains their bid and in the space provided on the Bid Form or attach a notarized affidavit to their Bid that if they are the successful Bidder he/she will secure a valid California Contractor's license before beginning work.

3.03 The contractorwho is awarded a contract must be properly licensed as a contractorfrom contract award through contract acceptance (Public Contract Code § 10164).

3.04 Each bidder must be prepared to submit within five (5) days of Owner’s request written evidence of their qualifications to perform the work.  Bidders may be required to submit evidence that they have a practical knowledge of the particular work bid upon, and that they have the financial resources to complete the proposed work.  In determining the Bidder's qualifications, the following factors will be considered:work previously completed by the Bidder andwhetherthe Bidder(a) maintains a permanent place of business, (b) has adequate plant and equipment to do the Work properly and expeditiously, (c) hasthe financialresourcesto meet all obligationsincident to the Work, and (d) has appropriate technical experience.  Each Bidder may be required to show that they have handled former work so that no just claims are pending against such work.  No bid will be accepted from a Bidder who is engaged on any work, which would impair their ability to perform or finance this work.

PART 4 ‐ EXAMINATION OF CONTRACT DOCUMENTS AND SITE

4.01 It is the responsibility of each bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the work, (c) consider federal, state and local laws and regulations that may affect cost progress, performance or furnishing of the work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents.

4.02 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the work and which Bidder deems necessary to determine its Bid from performing and furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents.

4.03 On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid.  Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations.

4.04 The work must be confined to the rights‐of‐way of the various streets shown on the plans within the project limits, unless other arrangements are made by the contractor.

4.05 Access to the site (if needed) may be arranged by contacting the City of Hughson, at telephone number (209) 883‐4054.  In general, site access will be limited to normal working hours.

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4.06 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this part, that without exception the Bid is premised upon performing and furnishing the work required by the Contract Documents and such means, methods, techniques,sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the work.

4.07 No Pre‐Bid Job Walk will be held for this project.

PART 5 ‐ INTERPRETATIONS AND ADDENDA

5.01 All questions about the meaning or intent of the Contract Documents are to be submitted to Engineer.

Replies will be issued only by Addenda.  Questions received within the week of the date fixed for the opening of bids will not be answered.  Only questions answered by formal written Addenda will be binding.  Oral and other interpretations or clarifications will be without legal effect.

5.02 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer.

5.03 The City will make reasonable efforts to deliver Addenda to all Bidders who are known by the City to have received a complete set of Contract Documents and who have provided a street addressfor receipt of Addenda.  The City makes no guarantee that all Bidders will receive all issued Addenda.  Each Bidder shall be responsible for ascertaining, prior to submitting its Bid, that it has received all issued Addenda.

Each Bidder shall acknowledge receipt of all addenda on the Bid Form.  Failure to acknowledge receipt of Addenda may render the bid non‐responsive.   Bidder shall not rely upon any interpretation or correction given by any other method.  All Addenda shall become part of the contract documents.  No Addenda will be issued within two days or forty‐eight (48) hours of the date and time fixed for the opening of bids except an Addendum, if necessary, postponing the date for receipt of Bids or withdrawing the request for Bids.

PART 6 ‐ BASIS OF BIDS

6.01 The Bidder shall submit a single base bid price as required by the Proposal, said base bid being the total of the prices for the various items listed in the Bid Form.  The Base Bid shall be stated in words and numerals, in case of a conflict, words will take precedence.

PART 7 ‐ BID SECURITY

7.01 Bid Security shall be made payable to Owner, in an amount  of 10 percent of the Bidder's maximum Bid price and in the form of a certified or bank check or a Bid Bond (on form attached if a form is prescribed) issued by a Surety meeting the requirements of the General Conditions.

7.02 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Contract Security, whereupon it will be returned; if the successful Bidder failsto execute and deliver the Agreement and furnish the required Contractsecurity within 14 calendar days of the Notice of Award, Owner may annul the Notice of Award and the Bid Security of that Bidder Walker Lane Improvements     IB‐4

will be forfeited.  The Bid Security of any Bidder whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of the seventh day after the "effective date of the Agreement" (which term is defined in the General Conditions) by Owner to Contractor and the required Contract Security is furnished or the first day following the end of time specified in the Bid form during which the Bids shall remain open.  Bid Security of other Bidders will be returned within 10 days of the Bid opening.

PART 8 ‐ SUBSTITUTE MATERIAL AND EQUIPMENT

8.01 The Contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or‐equal" items.

Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or‐equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement".  The procedure for submittal of any such application by Contractor and consideration by Engineer is set forth in the General Conditions which are supplemented in the General Requirements.

8.02 Whenever a material or article is specified or described by using the name of a proprietary product or the name of a particular manufacturer or vendor, the specified item mentioned shall be understood as establishing the type, function, and quality desired.  Other manufacturer's products will be accepted provided sufficient information issubmitted to allow Engineer to determine that the productssubmitted are equivalent to those names.  Applications for such review will not be considered by Engineer until after the "effective date of the Agreement".  The procedure for submittal of any such application by Contractor and consideration by Engineer isset forth in the General Conditions which are supplemented in the General Requirements.

PART 9  BID FORM

9.01 Bid form is to be completed and submitted with bid.

9.02 Bid forms must be completed in black or blue ink.

9.03 Bid by corporations must be executed in the corporate name by the president or a vice‐president (or other corporate officer accompanied by evidence of the authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary.  The corporate address and state of incorporation shall be shown below the signature.

9.04 Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature.

9.05 Bids by joint ventures shall be signed by each participant in the joint venture or by an authorized agent of each participant.

9.06 The names of all persons signing must also be legibly printed or typed below the signature.  A Bid by a person who affixes to their signature the work "president", "secretary", "agent", or other designation Walker Lane Improvements     IB‐5

without disclosing their principal may be held to be the Bid of the individual signing.  When requested by Owner, evidence of the authority of the person signing shall be furnished.

9.07 The full name of each person or company interested in the Bid shall be listed on the Bid Form.

9.08 The Bidder shall acknowledge receipt of all Addenda on the bid form.

9.09 No alterations in Bids, or in the printed forms therefore, by erasures.  Interpolations, or otherwise will be acceptable unless each such alteration is signed by the Bidder; if initialed, Owner may require the Bidder to identify any alteration so initialed.  No alteration in any Bid, or in the form on which it is submitted, shall be made after the Bid has been submitted.

9.10 The address to which communications regarding the Bid are to be directed must be shown.

PART 10 ‐ SUBCONTRACTOR LISTING

10.01 Each Bidder shall list on the form provided, the name and the address of each subcontractor who will perform work or labor, or render service to the Bidder in or about the work; or a licensed subcontractor who, under subcontract to the Bidder, specially fabricates and installs a portion of the work, in an amount in excess of one‐half of one percent and the portion of the work which will be done by each subcontractor.

10.02 If a Bidder fails to specify a subcontractor for any portion of the work, the bidder shall perform that portion themself or obtain the written approval of the Owner for the proposed subcontractor.

PART 11 ‐ SUBMISSION OF BIDS

11.01 Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be included in an opaque sealed envelope addressed to City of Hughson and identified on the outside with the Bidder's name, license number, and address and with the words:

Bid for the WALKER LANE IMPROVEMENTS

11.02 Each Bid shall be accompanied by the Bid Security and other required documents.

11.03 If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "BID ENCLOSED" on the face thereof.

11.04 Bidsshall be deposited at the designated location prior to the time and date for receipt of Bidsindicated in the Invitation to Bid, or the modified time and date indicated by addendum.  Bids received after the time and date for receipt of Bids will be returned unopened.  Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids.

11.05 Oral, telephone, telegraph, or electronic Bids are invalid and will not receive consideration.  No Bidder may submit more than one Bid.  Multiple Bids under different names will not be accepted from one firm or association.

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11.06 This project is being funded by the “Community Development Block Grant” (CDBG).  Forms found in the CDBG Supplemental General Conditions (Section 12) shall be completed and submitted with Bid.

Failure to submit said forms shall render the Bid non‐responsive.

PART 12 ‐ MODIFICATION AND WITHDRAWAL OF BIDS

12.01 Bids submitted early may be modified or withdrawn by notice to the party receiving Bids at the place and prior to the time designated for receipt of Bids.  Such notice shall be in writing over the signature of the Bidder or be by telegram; written confirmation over the signature of Bidder must have been mailed and postmarked on or before the date and before time set for receipt of Bids; it shall be so worded as not to reveal the amount of the original Bid.  Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he/she could prove their identity and authority.

Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders.

12.02 If, within 24 hrs after Bids are opened, any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of their Bid, that Bidder may withdraw their bid, and their Security will be returned.  Thereafter, that Bidder will be disqualified from further bidding on the work.

PART 13 ‐ OPENING OF BIDS

13.01 Bids will be opened publicly and read aloud at the time and place shown in this notice.  An abstract of the amounts of the base Bids and major alternates (if any) will be made available after the opening of Bids.

PART 14 ‐ AWARD OF CONTRACT

14.01 Owner reserves the right to reject any and all Bids, to waive any and all informalities and to negotiate contract terms with the successful Bidder, and the right to disregard all nonconforming, non‐responsive, unbalanced or conditional Bids.  Owner reserves the right to reject the Bid of any Bidder if Owner believesthat it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner.  Discrepancies between words and figureswill be resolved in favor of words.  Discrepancies between the indicated sum of product of figures and the correct sum or product thereof will be resolved in favor of the correct or product sum.

14.02 In evaluating Bids, Ownershall consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and alternates and unit prices if requested in the Bid Forms.  It is Owner's intent to accept alternates (if any are accepted) in the order in which they are listed in the Bid form but Owner may accept them in any order or combination.

14.03 Owner may consider the qualifications and experience of Subcontractors and other persons and organizations(including thosewho are to furnish the principal items of material or equipment) proposed for those portions of the work as to which the identity of Subcontractors and other persons and Walker Lane Improvements     IB‐7

organizations must be submitted as provided in the Supplementary Conditions.   Operating costs, maintenance considerations, performance data and guarantees of materials and equipment may also be considered by Owner.

14.04 Owner may conduct such investigations as they deem necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the Bidders, proposed Subcontractors and other persons and organizations to do the work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time.

14.05 Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to Owner's satisfaction.

14.06 If the contract is to be awarded, it will be awarded to the lowest, responsible, responsive Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interests of the Project.

14.07 Bidders may file a “protest” of the commended award of a contract. Protests may only be submitted by bidders who submitted a bid proposal for the Project. For a protest to be considered valid, the submittal must:
 be filed within three (3) business days of the bid opening date, in writing, with the City Engineer;  clearly identify the specific accusation(s) involved;  specify, in detail, the ground(s) and fact(s) supporting the protest;  and include all relevant and supporting documentation at the time of filing.

Upon submission of the complete protest package, if validated, the City will review the basis of the protest and all relevant information. The City will provide a written decision to the bidder within five (5) business days after the date of receival. The protestor may appeal the City Engineer’s decision to the City Council.

PART 15 – DESCRIPTION OF BID ITEMS

15.01 Mobilization ‐ The lump sum price bid for this item shall include the costs for bonds, insurance, permits, field offices, moving equipment to and from site and all other work required by the plans and specifications which is not specifically set forth in the bid form as a pay item.  Payment will be at the lump sum contract price.

15.02 Remove Existing Asphalt ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to remove existing asphalt pavement and base rock (including any existing striping) at the locations indicated on the plans.  Work shall also include pavement sawcutting and any necessary excavation to the proposed subgrade to accommodate the new construction.  All removed material shall be disposed of offsite.  Payment will be at the unit price bid.

15.03 Remove Existing Concrete ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to remove existing concrete at the locations indicated on the plans. Work shall also include sawcutting as necessary to protect existing improvements and accommodate the new construction. All removed material shall be disposed of offsite. Payment will be at the unit price bid.

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15.04 Remove Existing Fencing ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to remove existing fencing at the locations indicated on the plans. Work shall also include preservation of the existing property owner’s possessions and trees, backfilling and compaction, disposal of materials removed, and incidentals necessary for accommodating the new construction. Payment will be at the unit price bid.

15.05 Remove Existing Storm Drain – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to abandon and remove the existing storm drain piping and catch basins at the locations indicated on the plans. Existing pipe shall be completely removed. Work shall also include sawcutting, concrete and asphalt removal, pipe removal, backfill, compaction, and incidentals necessary for a complete removal. Payment will be at the lump sum price bid.

15.06 Vertical Curb & Gutter ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct the vertical curb and gutter complete in place, at the locations indicated on the plans, per City of Hughson Standard Drawing 3‐C.1.  Work shall include, but not be limited to all required grading and subgrade preparation, sub‐base, base course, formwork, joint construction, finishing, and curing.  Payment will be at the unit price bid.

In general, payment associated with this item of work will be based upon the field measured feet of work completed.

15.07 Sidewalk, Retaining Wall (Detail 1)‐ The unit price bid for this item shall include all labor, equipment, materials and incidentals necessary to construct the sidewalk with retaining wall complete in place per Detail 1 shown on Sheet 2, at the locations indicated on the plans. Work shall include, but not be limited to all required grading and subgrade preparation,sub‐base, base course, formwork, reinforcement, joint construction, finishing, curing and incidentals necessary for a complete installation. Payment will be at the unit price bid.

In general, payment associated with this item of work will be based upon the field measured feet of work completed.

15.08 Sidewalk, Thickened Edge (Detail 2)‐ The unit price bid for this item shall include all labor, equipment, materials and incidentals necessary to construct the sidewalk with retaining wall complete in place per Detail 2 shown on Sheet 2, at the locations indicated on the plans. Work shall include, but not be limited to all required grading and subgrade preparation,sub‐base, base course, formwork, reinforcement, joint construction, finishing, curing and incidentals necessary for a complete installation. Payment will be at the unit price bid.

In general, payment associated with this item of work will be based upon the field measured feet of work completed.

15.09 Concrete, 4” Sidewalk ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to constructsidewalk at the locationsindicated on the plans, complete in place.

Work shall include, but not be limited to all required grading and subgrade preparation, sub‐base, base Walker Lane Improvements     IB‐9

course, formwork, joint construction, finishing, curing, and protection of existing improvements such as utility poles and fences necessary to complete each item as specified.

Adjustment of existing utility/meter boxes (within sidewalk limits), any grading necessary behind the new sidewalk to achieve a maximum slope of 10%, and placement of asphalt pavement or concrete transition patches to match existing driveways, or landscape material replacement, as necessary, shall be included in this item at no additional charge to the City.  Payment will be at the unit price bid.

In general, payment associated with thisitem of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.

15.10 Concrete, 6” Driveway ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct concrete driveways complete in place, at the locations indicated on the plans.  Work shall include, but not be limited to all required subgrade preparation,sub‐base, base course, formwork, joint construction, finishing, curing, transition patching, protection of existing improvements such as utility poles and fences necessary to complete each item as specified.

Adjustment of existing utility/meter boxes (within driveway limits), any grading necessary behind the new driveway to achieve a maximum slope of 10%, and placement of asphalt pavement or concrete transition patches to match existing driveways, or landscape material replacement, as necessary, shall be included in this item at no additional charge to the City.  Payment will be at the unit price bid.

In general, payment associated with thisitem of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.

15.11 Curb Ramp (Labor Only) ‐ The unit price for thisitem shall include all labor, equipment and all incidentals necessary to construct the curb ramps as shown on the plans, complete in place, per City of Hughson Standard Drawing 3‐HC.2.  Work shall include, but not be limited to the additional labor and equipment necessary to construct the curb ramp in lieu ofstandard sidewalk, curb & gutter. Truncated dome panels shall be included in unit price. Ramps will not include “blind lines” for this project only. Payment will be at the unit price bid.

15.12 3” Grind and Overlay ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to grind and place a 3” asphalt overlay in the locations shown on the plans.

Work shall include, but not be limited to grinding, placing tack oil, paving, compaction, sweeping, and incidentals necessary for a complete installation. Payment will be at the lump sum contract price.

15.13 Paving ‐ 3” AC / 6” AB ‐ The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct the aggregate base and asphalt concrete pavement per the street structural section indicated on the plans, complete in place.  Work shall include, but not be limited to preparation of aggregates, mixing, hauling, tack coats, placement, compaction and incidentals necessary for a complete installation.  Payment will be at the unit price bid.

In general, payment associated with thisitem of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.

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15.14 Striping – The lump sum price bid for this item shall consist of the replacement of any and all pavement markings damaged, removed, covered during the construction process, or as shown on the improvement plans. All traffic striping shall be thermoplastic and shall conform to the requirements of Caltrans Standard Specifications Section 84‐2. All Striping Details identified reference Caltrans 2018 Standard Plan “Pavement Markers and Traffic Lines Typical Details”.

Where removal of yellow paint and/or yellow thermoplastic striping occurs, contractor shall provide a Lead Compliance Plan that details the testing, handling, and disposal of these materials in accordance with Caltrans Standard Specification Section 14‐11.12.

Payment will be at the lump sum contract price.

15.15 Adjust  Storm  Drain  Manhole  to  Finish  Grade  – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to remove and replace (with new) the storm drain manhole covers and adjust it to the proposed finish grade complete in place, in the locations shown on the plans. New manhole frame and covers shall be furnished by the Contractor. Work shall include, but not be limited to preparation of aggregates, mixing, hauling, tack coats, placement, compaction, dirt and debris removal from the manhole, and incidentals necessary for a complete installation.  Payment will be at the unit price bid.

15.15 Adjust Sewer Manhole to Finish Grade – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to remove and replace (with new) the sewer manhole covers and adjust it to the proposed finish grade complete in place, in the locations shown on the plans. New manhole frame and covers shall be furnished by the Contractor. Work shall include, but not be limited to preparation of aggregates, mixing, hauling, tack coats, placement, compaction, dirt and debris removal from the manhole, and incidentals necessary for a complete installation.  Payment will be at the unit price bid.

15.16 Adjust Water Valve Box to Finish Grade ‐ The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to provide and adjust the water valve box to the proposed finished grade. Extension rings will not be allowed.   New valve boxes shall be furnished by the Contractor. Work shall include, but not be limited to preparation of aggregates, mixing, hauling, tack coats, placement, compaction, and incidentals necessary for a complete installation.  Payment will be at the unit price bid.

15.17 Chain Link Fence, 4’ ‐ The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install 4’ chain link fencing complete in place, in the locations shown on the plans.  The intent of this bid item isto match the existing fence appearance and style. Work shall include, but not be limited to fence installation, gate installation, and mow curb installation as shown in the improvement plans. All fencing shall have both bottom and top rail. Transitions to existing fence can match existing fence style, 10’ transition maximum. Payment will be at the unit price bid

15.18 Remove and Relocate Existing Mailbox ‐ The unit price for this item shall include all labor, equipment, materials, and all incidentals necessary to remove and relocate the existing mailbox from its existing location to behind the proposed back of walk. Work shall include, but not be limited to excavation, Walker Lane Improvements     IB‐11

footing forms and concrete, compaction, placement and incidentals necessary for a complete installation. Payment will be at the unit price bid.

15.19 Relocate Existing Water Meter ‐ The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to relocate the existing water meter from its existing location to the proposed location indicated on the plans. New meters shall be furnished by the Contractor. Work shall include, but not be limited to preparation, excavation, pipe and fittings installation, compaction, and incidentals necessary for a complete installation.  Payment will be at the unit price bid.

15.20 Adjust Existing Water Meter Box to Finish Grade ‐ The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to provide and adjust the water meter box to the proposed finished grade, and relocate the customer’s water lateral behind the meter to avoid conflict with the proposed improvements. New meter boxes shall be furnished by the Contractor. Work shall include, but not be limited to preparation, excavation, placement, compaction, and incidentals necessary for a complete installation.  Payment will be at the unit price bid.

15.21 Storm Drain Catch Basin – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install the storm drain catch basin per City of Hughson Standard Detail 7‐ SD.3 complete in place, in the locations shown on the plans. Work shall include, but not be limited to excavation, all required subgrade preparation, formwork, finishing, grouting, and incidentals necessary for a complete installation. Payment will be at the unit price bid.

15.22 Remove and Relocate Existing Sign and Pole ‐ The unit price for this item shall include all labor, equipment, materials, and all incidentals necessary to remove and relocate the existing traffic sign and pole from its existing location to the locations indicated on the improvement plans. Work shall include, but not be limited to excavation, footing forms and concrete, compaction, placement and incidentals necessary for a complete installation. Payment will be at the unit price bid.

15.23 Traffic Control ‐ The lump sum price bid for this item shall include all labor, equipment, materials and all incidentals necessary to safely redirect traffic per California MUTCD (current edition) Temporary Traffic Control Devices.  Traffic control shall be properly indicated prior to construction and maintained during construction activities.  Payment will be at the lump sum contract price.

15.24 Erosion  Control  and  Maintenance – The lump sum price bid for this item shall include all labor, equipment, materials and all incidentals necessary to install SWPPP BMP’s prior to construction and maintaining BMP’s during the construction process.  Payment will be at the lump sum contract price.

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PROPOSAL TO CITY OF HUGHSON

DEPARTMENT OF PUBLIC WORKS

FOR THE CONSTRUCTION OF

CDBG PROJECT

WALKER LANE IMPROVEMENTS

HUGHSON, CALIFORNIA

NAME OF BIDDER   ___________________________________________________ BUSINESS P.O. BOX  __________________________________________________ CITY, STATE, ZIP  _____________________________________________________ BUSINESS STREET ADDRESS   ___________________________________________ (Please include even if P.O. Box used)
CITY, STATE, ZIP  _____________________________________________________ TELEPHONE NO: AREA CODE (            )  __________________________________ FAX NO: AREA CODE (            )  __________________________________ CONTRACTOR LICENSE NO.  ____________________________________________ The work for which this proposal is submitted is for construction in accordance with the special provisions (including the payment of not less than the Federal prevailing wage rates or), the project plans described below, including any addenda thereto, the contract annexed hereto, and also in accordancewith the Standard Specifications and Drawings for the City of Hughson, dated 2007, and the Labor Surcharge And Equipment Rental Rates in effect on the date the work is accomplished.

The special provisions for the work to be done are included in this document.  Project plans for the work to be done were approved and are entitled:

IMPROVEMENT PLANS FOR

WALKER LANE IMPROVEMENTS
Receipt of copies of the following addenda(s) is hereby acknowledged.

Addendum No.   Bidders Signature   Date

Bids are to be submitted for the entire work necessary to construct those items listed in the “Contractor’s Bid” sheet (P‐3).   The amount of the bid for comparison purposes will be the total of all items of the base bid and any combination of the bid alternates.

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The bidder shall set forth for each unit basis item of work a unit price and a total for the item, and for each lump sum item a total for the item, all in clearly legible figures in the respective spaces provided for that purpose.  In the case of unit basis items, the amount set forth under the "Item Total" column shall be the product of the unit price bid and the estimated quantity for the item.

In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price shall prevail, except as provided in (a) or (b), as follows:
(a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount as the entry in the item total column, then the amount set forth in the item total column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price;
(b) (Decimal Errors) If the product of the entered unit price and the estimated quantity is exactly off by a factor of ten, one hundred, etc., or one‐tenth, or one‐hundredth, etc. from the entered total, the discrepancy will be resolved by using the entered unit price or item total, whichever most closely approximates percentage wise the unit price or item total in the Department's Final Estimate of cost.

If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular.  Likewise if the item total for a lump sum item is unreadable or otherwise unclear, or is omitted, the bid may be deemed irregular unlessthe project being bid has only a single item and a clear, readable total bid is provided.

Symbols such as commas and dollar signs will be ignored and have no mathematical significance in establishing any unit price or item total or lump sums.  Written unit prices, item totals and lump sums will be interpreted according to the number of digits and, if applicable, decimal placement.  Cents symbols also have no significance in establishing any unit price or item total since all figures are assumed to be expressed in dollars and/or decimal fractions of a dollar.  Bids on lump sum items shall be item totals only; if any unit price for a lump sum item is included in a bid and it differs from the item total, the items total shall prevail.

The foregoing provisions for the resolution of specific irregularities cannot be so comprehensive as to cover every omission, inconsistency, error or other irregularity which may occur in a bid.  Any situation not specifically provided for will be determined in the discretion of the City of Hughson, and that discretion will be exercised in the manner deemed by the City of Hughson to best protect the public interest in the prompt and economical completion of the work.  The decision of the City of Hughson respecting the amount of a bid, or the existence or treatment of an irregularity in a bid, shall be final.

If this proposal shall be accepted and the undersigned shall fail to enter into the contract and furnish the 2 bonds in the sums required by the State Contract Act, with surety satisfactory to the City of Hughson within 14 calendar days, not including legal holidays, after the bidder has received notice from the City of Hughson that the contract has been awarded, the City of Hughson may, at its option, determine that the bidder has abandoned the contract, and thereupon this proposal and the acceptance thereof shall be null and void and the forfeiture of the security accompanying this proposal shall operate and the same shall be the property of the City of Hughson.

The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein; that this proposal is made without collusion with any other person, firm, or corporation; that he or she has carefully examined the location of the proposed work, the annexed proposed form of contract, and the plans therein referred to; and he or she proposes, and agrees if this proposal is accepted, that he or she will contract with the City of Hughson in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Walker Lane Improvements   P‐3
contract, in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that he or she will take in full payment therefore the following prices, to wit:

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CONTRACTOR’S BID

WALKER LANE IMPROVEMENTS
No. Description Quantity Unit Unit Price   Total Price

1. Mobilization 1 LS @ ____________ = _______________

2. Remove Existing Asphalt 7,087 SF @ ____________ = _______________

3. Remove Existing Concrete 2,161 SF @ ____________ = _______________

4. Remove Existing Fencing 78 LF @ ____________ = _______________

5. Remove Existing Storm Drain 1 LS @ ____________ = _______________

6. Vertical Curb and Gutter 666 LF @ ____________ = _______________

7. Sidewalk, Retaining Wall
(Detail 1)
60 LF @ ____________ = _______________

8. Sidewalk, Thickened Edge
(Detail 2)
120 LF @ ____________ = _______________

9. Concrete, 4” Sidewalk 3,795 SF @ ____________ = _______________

10. Concrete, 6” Driveway 2,117 SF @ ____________ = _______________

11. Curb Ramp (Labor Only) 5 EA @ ____________ = _______________

12. 3” Grind and Overlay 17,568 SF @ ____________ = _______________

13. Paving – 3” AC / 6” AB 5,894 SF @ ____________ = _______________

14. Striping 1 LS @ ____________ = _______________

15. Adjust Storm Drain Manhole to
Finish Grade
2 EA @ ____________ = _______________

16. Adjust Sewer Manhole to Finish
Grade
1 EA @ ____________ = _______________

17. Adjust Water Valve Box to
Finish Grade
6 EA @ ____________ = _______________

18. Chain Link Fence, 4’ 71 LF @ ____________ = _______________

(CONTINUED ON NEXT PAGE)
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19. Remove and Relocate Existing
Mailbox
3 EA @ ____________ = _______________

20. Relocate Existing Water Meter 1 EA @ ____________ = _______________

21. Adjust Existing Water Meter
Box to Finish Grade
3 EA @ ____________ = _______________

22. Storm Drain Catch Basin 1 EA @ ____________ = _______________

23. Remove and Relocate Existing
Sign and Pole
3 EA @ ____________ = _______________

24. Traffic Control 1 LS @ ____________ = _______________

25. Erosion Control and
Maintenance
1 LS @ ____________ = _______________

TOTAL BID (NUMBERICAL)      =      _____________________

TOTAL BID (WRITTEN OUT)     =     __________________________________________________________ ____________________________ _______________ _____________________________ Bidder’s Signature      Title   Company Name
Walker Lane Improvements   P‐6

CITY OF HUGHSON

DEPARTMENT OF PUBLIC WORKS

BIDDER'S BOND
We,  __________________________________________________________________________________________ _______________________________________________________________________________  as Principal, and _____________________________________________________________________________________________ as Surety are bound unto the City of Hughson, hereafter referred to as "Obligee", in the penal sum of ten percent (10%) of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we bind ourselves, jointly and severally,
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:

WHEREAS, the Principal is submitted to the Obligee, for WALKER LANE IMPROVEMENTS for which bids are to be opened at Hughson City Hall on August 2, 2023.

NOW, THEREFORE, if the Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him or her for signature, enters into a written contract, in the prescribed form, in accordance with the bid, and files two bonds with the Obligee, one to guarantee faithful performance of the contract and the other to guarantee payment for labor and materials as provided by law, then this obligation shall be null and void; otherwise, it shall remain in full force.

In the event suit is bought upon this bond by the Obligee and judgement is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court.

Dated:  _______________________________ ,  20 ____.
______________________________________________________
______________________________________________________
______________________________________________________
Principal
______________________________________________________
Surety
By____________________________________________________
Attorney‐in‐fact
CERTIFICATE OF ACKNOWLEDGEMENT
State of California
City/County of  ____________________________________ SS On this  ____________________________ day of  _________________________  in the year 20 ___  before me ___________________________________ , personally appeared  ______________________________________ , Attorney‐in‐fact personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to this instrument as the attorney‐in‐fact of , and acknowledged to me that he (she) subscribed the name of the said company thereto as surety, and his (her) own name as attorney‐in‐fact. (SEAL)   ___________________________________________________ Walker Lane Improvements   P‐7
The Bidder shall list the name, address, license number, and DIR number of each subcontractor to whom the Bidder proposes to subcontract portions of the work, as required by the provisions in Section 7 (c) (2) “Required Listing of Proposed Subcontractors,” of the Standard Specifications.

LIST OF SUBCONTRACTORS
Name, Address, License #, DIR #        Description of Work Subcontracted

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(THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO

CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE

A PART OF THIS PROPOSAL)

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder________________________________________________________________, proposed subcontractor ________________________________________________________, hereby certifies that he or she has ____, has not      , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he or she has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60‐1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause.  Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60‐1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO‐1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60‐1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

Walker Lane Improvements   P‐9

PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has ___ , has not ___ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University.  The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note:   The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal.  Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Public Contract Code Section 10162 Questionnaire
In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes _____    No _____
If the answer is yes, explain the circumstances in the following space.

Public Contract Code 10232 Statement
In accordance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Proposal.   Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Walker Lane Improvements   P‐10

NONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY OF HUGHSON
In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Noncollusion Affidavit is part of the Proposal.   Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit.

Walker Lane Improvements   P‐11

DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifiesthat, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgement rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility.  For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions.   The above certification is part of the Proposal.   Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.

Walker Lane Improvements   P‐12

NONLOBBYING CERTIFICATION
FOR FEDERAL‐AID CONTRACTS

The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form‐ LLL, "Disclosure of Lobbying Activities," in accordance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into.  Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code.  Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly.
1696611-1 C-1

CONSTRUCTION CONTRACT FOR
CITY OF HUGHSON – WALKER LANE IMPROVEMENTS PROJECT
This Construction Contract for the above-referenced and herein described Project (“Agreement”) is made and entered into this [DATE] day of [MONTH], [YEAR], by and between the City of Hughson, a California municipal corporation (“City”), and [CONTRACTOR], a [ENTITY] (“Contractor”).

SECTION I - PURPOSE
Contractor shall provide certain construction services (further described in this Agreement) required by City in connection with the project described in Exhibit “A” attached hereto and by this reference incorporated herein (“Project”), on the terms and conditions set forth in this Agreement.

SECTION II – TERM
Section 2.1. Term. The term of this Agreement shall be from the date of execution of this Agreement to [DATE], unless earlier terminated as provided herein.

SECTION III – SCOPE OF SERVICES
Section 3.1. Scope of Services. The scope of services to be provided by Contractor is set forth on Exhibit “A” attached hereto and by this reference incorporated herein (“Services”). Contractor represents it has the qualifications, experience, licenses, and facilities necessary to properly perform the Services in a competent and professional manner, and warrants it will perform the Services as set forth herein in a competent, professional and satisfactory manner. All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state, and federal laws, rules, and regulations.

Section 3.2. Schedule of Services. Contractor shall complete the Services within the term of this Agreement and shall meet any other established schedules and deadlines, including any schedule of services set forth in Exhibit “A.”
Section 3.3. Permits, Licenses, Fees, and Other Charges. Contractor shall, in accordance with applicable laws and ordinances, obtain at its his/her/its expense all permits and licenses necessary to accomplish the Services. Failure to maintain a required license or permit may result in immediate termination of this Agreement.

SECTION IV – COMPENSATION
Section 4.1. Total Compensation. The total compensation shall not exceed [AMOUNT] without written approval by City (“Contract Amount”). Extra Work may be authorized, as described below, and if authorized, will be compensated in the manner set forth in this Agreement.
1696611-1 C-2
Section 4.2. Payment Application. Contractor shall receive compensation including authorized reimbursements, for all Services rendered pursuant to the schedule of values set forth in Exhibit “B” attached hereto and incorporated herein by reference. On or about the tenth day of each month after the start of the work, an amount equal to ninety-five percent (95%) of the value of all Services completed as of the 20th day of the preceding month, based on the quantities of Services completed, as determined by the City, or City’s agent, less the aggregate of all previous payments made to the Contractor.

Section 4.3. Lien Waivers. It is further agreed by the parties that before each payment is made as provided above, receipts and releases of liens of all kinds for all labor and materials and all other indebtedness connected with the work shall be presented to the City by the Contractor upon the request of the City.

Section 4.4. Final Payment. Sixty (60) days after completion of the Agreement and its acceptance by the City, the balance of the Agreement price will be paid. Such final payment will not be made until completion of the Project and acceptance of the whole by the City.

Section 4.5. Substitution of Securities. Contractor may substitute securities in lieu of retained funds in accordance with Public Contract Code section 22300.

Section 4.6. Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement.

Contractor shall not perform, nor be compensated for, Extra Work without written authorization by City.

Section 4.7 Claims Resolution and Civil Action Procedures. Public Contract Code sections 20104 – 20104.6 govern all public works claims of $375,000 or less which arise between a contractor and a local agency. Public Contract Code section 20104(b)(2) it is stated that “Claim” means a separate demand by the contractor for (a) a time extension; (b) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work, and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to; or (c) an amount the payment of which is disputed by the local agency. Exhibit “C” attached to this Agreement contains copies of the following: Claims Resolutions Procedures set forth in Public Contract Code section 20104.2, and Civil Action Procedures set forth in Public Contract Code section 20104.4.

SECTION V – CONTRACTOR RESPONSIBILITIES
Section 5.1. Contractor agrees as follows:
a. To do all the work and furnish all the labor, material, equipment and appliances to complete the Services in accordance with this Agreement. b. To do and perform the Services diligently as directed by the City until completion is evidenced by written acceptance by the City.
c. All Services performed by Contractor shall be subject to the approval of City. 1696611-1 C-3
d. To remedy, at his/her/its expense, any defects in the Services which shall appear within a period of twelve (12) months from the date of the final acceptance of the Services.
e. Time is of the essence for all work under this Agreement. It is hereby understood and agreed that it is and will be difficult and/or impossible to ascertain and determine the actual damage that the City will sustain in the event of and by reason of Contractor’s delay in completing the Services included in this Agreement within the time limit agreed upon or such extensions thereof as may be granted; therefore, pursuant to Public Contract Code section 7203, Contractor shall forfeit to City [AMOUNT] per calendar day as liquidated damages for each and every calendar day’s delay beyond the time herein prescribed, or such extensions thereof as may be granted, for completion of all the Services included in this Agreement. f. If the total Contract Amount as set forth in this Agreement is in excess of $25,000, then Contractor shall provide a Faithful Performance Bond and a Labor and Materials Bond, in the sum of 100% of the contract price pursuant to the requirements of Civil Code section 9550.

SECTION VI – PUBLIC WORKS REQUIREMENTS
Section 6.1. Public Works Acknowledgement. Contractor acknowledges the Project is a “public work” as defined in Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code (Chapter 1).

Section 6.2. Prevailing Wages. Contractor is aware of the requirements of California Labor Code section 1720, et. seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. If the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interest parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1777.6 and 1777.7, 1813, and 1815 of the Labor Code within this Agreement, and Contractor shall therefore comply with the Labor Code sections to the fullest extent required by law. Contractor shall defend, indemnify, and hold City, its elected officials, officers, employees, and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with Prevailing Wage Laws. The statutory provisions for penalties for failing to comply with the Prevailing Wage Laws and labor laws will be enforced, as well as that for failing to pay prevailing wages.

Section 6.3. Registration and Labor Compliance. If the Services are being performed as part of an applicable “public works” or “maintenance” project, then, in addition to the foregoing, pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and all subcontractors must be registered with the Department of Industrial Relations (“DIR”). Contractor shall maintain registration for the duration of the Project and require the same of any subcontractors. This Project may also be subject to compliance monitoring and enforcement by the DIR. It shall be 1696611-1 C-4
Contractor’s sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR.

Section 6.4. Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provision of Labor Code section 3700 which requires every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing performance of the Services.

SECTION VII – INSURANCE
Section 7.1. The Contractor shall, at Contractor’s sole cost and expense, obtain and maintain the types and limits of insurance set forth in Exhibit “D” (attached hereto and by this reference incorporated herein) until the expiration of the period for correction of Services as set forth in Section 5.1.d.

Section 7.2. The Contractor shall, at Contractor’s sole cost and expense, abide by all terms and conditions set forth in Exhibit “D” attached to this Agreement.

SECTION VIII – INDEMNIFICATION
To the maximum extent permitted by law, Contractor shall indemnify, hold harmless and defend (at Contractor’s expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the role of City’s officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including Contractor, its subcontractors, and each of their officials, officers, employees and agents) in connection with the Services or any work undertaken or in connection with this Agreement, including without limitation the payment of all consequential damages, attorneys’ fees, and other related costs and expenses. Contractor shall pay and satisfy any judgment, award, or decree that may be rendered against City or its directors, officials, officers, employees, volunteers, and agents as part of any such claim, suit, action or other proceeding.

Contractor shall also reimburse City for the cost of any settlement paid by City or its directors, officials, officers, employees, agents, or volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City’s attorneys’ fees and costs, including expert witness fees. Contractor shall reimburse City and its directors, officials, officers, employees, agents, and/or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor’s obligation to indemnify shall survive the expiration or termination of this Agreement, and shall not be restricted to insurance proceed, if any, received by City, its directors, officials, officers, employees, agents, or volunteers. Notwithstanding the foregoing, to the extent Contractor’s services are subject to Civil Code section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 1696611-1 C-5
SECTION IX – GENERAL PROVISIONS
Section 9.1. Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose:

CITY: CITY OF HUGHSON
POST OFFICE BOX 9
HUGHSON, CA 95326
ATTN: CITY MANAGER
CONTRACTOR: [CONTRACTOR NAME]
[CONTRACTOR ADDRESS]
[CITY, STATE ZIP]
ATTN: [OFFICIAL], [OFFICIAL TITLE]
Section 9.2. Time is of the Essence. Time is of the essence for each and every provision of this Agreement.

Section 9.3. Waiver. It is expressly understood and agreed that a waiver of any of the conditions or covenants of this Agreement shall not be considered a waiver of any of the provisions hereof.

Section 9.4. Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

Section 9.5. Governing Law; Forum. This Contract shall be governed by the laws of the State of California, regardless of where it was executed. Any dispute that arises under or relates to this Agreement (whether contract, tort, or both) shall be resolved in a superior court located in Stanislaus County, California.

Section 9.6. Assignment. Neither party may assign any of its rights or delegate any of its obligations hereunder without the prior written consent of the other party, which consent shall not be unreasonably withheld, conditioned or delayed. Any purported assignment or delegation in violation of this Section shall be null and void. No assignment or delegation shall relieve the assigning or delegating party of any of its obligations hereunder.

Section 9.7. Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.

Section 9.8. Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. City and Contractor each warrants to the other that the individual or individuals who have signed this Agreement on the behalf of City or Contractor, as the case may be, has or have the legal power, right, and authority to make this Agreement and bind each respective party.

Section 9.9. Attorney Fees. In any litigation, arbitration, or other proceeding by which one party either seeks to enforce its rights under this Agreement (whether in contract, tort, or both) or seeks 1696611-1 C-6
a declaration of any rights or obligations under this Agreement, the prevailing party shall be awarded reasonable attorney fees, together with any costs and expenses, to resolve the dispute and to enforce the final judgment.

Section 9.10 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings, or agreements. This Agreement may only be modified by a writing signed by both parties.

Section 9.11 Conflicts. In the event of any conflict, inconsistency, or incongruity between any provision of this Agreement and any provision within any of the Bidding Documents or the Contract Documents (as such terms are used and/or defined in the Instructions to Bidders and other relevant documents pertaining to the solicitation of bids used by the City in connection with the Project), the provisions of this Agreement shall govern and control.

IN WITNESS WHEREOF, City and Contractor have executed this Agreement as of the day and year first above written.

CITY OF HUGHSON,
a California municipal corporation
________________________________
By: [OFFICIAL NAME]
Its: CITY MANAGER
Date:____________________________

[CONTRACTOR]
________________________________
By: [CONTRACTOR OFFICIAL NAME]
Its: [CONTRACTOR OFFICIAL TITLE]
Date:____________________________
Approved as to form:
________________________________
By: [OFFICIAL]
Its: CITY ATTORNEY
Date:____________________________
1696611-1 C-7
1696611-1 C-8

EXHIBIT A
PROJECT DESCRPTION:

This project involves the removal and replacement of the existing asphalt, filling in locations currently without sidewalk, upgrading curb returns for pedestrian access, minor storm drain improvements and restriping.

SCOPE OF SERVICES:

The work to be performed consists, in general, of demolition, clearing, grubbing, drainage improvements, concrete, roadway excavation and grading, paving, and striping. Other such items and details not mentioned herein that are required by the plans, Standard Specifications or these Special Provisions shall be performed, placed, constructed, or detailed.
1696611-1 C-9

EXHIBIT B
PAYMENT – SCHEDULE OF VALUES:

See the “Contractor’s Bid”, page P-3 and P-4, of the bid package. 1696611-1 C-10

EXHIBIT C

COPY OF PUBLIC CONTRACT CODE SECTIONS ON CLAIMS RESOLUTION PROCEDURES AND CIVIL ACTION PROCEDURES (as of January 2019)
20104.2 Claims; requirements; tort claims excluded
For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.

Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims.
(b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater.
(c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code.

For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 1696611-1 C-11
(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code.
20104.4 Civil Action Procedures; mediation and arbitration; trial de novo; witnesses The following procedures are established for all civil actions filed to resolve claims subject to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties.

If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator.
(b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act (Title 4 (commencing with Section 2016.010) of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process.

1696611-1 C-12

EXHIBIT D

INSURANCE PROVISIONS
SECTION 1 REQUIRED INSURANCE COVERAGES FOR CONTRACTORS AND

SUBCONTRACTORS
SECTION 1.1 Contractor, and each subcontractor, throughout the term of the Project, or longer as required below, will procure and maintain in full force and effect, at its sole cost and expense, the following insurance with limits not less than specified herein or as required by law, whichever is greater:
(a) Workers’ Compensation Insurance
(i) Minimum Scope and Limits. Workers’ Compensation Insurance with employer’s liability insurance with limits of the following:

Coverage A. Statutory Benefits - State of Hire
Coverage B. Employers’ Liability of not less than:

Bodily Injury by accident: $1,000,000 each accident
Bodily Injury by disease : $1,000,000 policy limit
Bodily Injury by disease : $1,000,000 each employee
(ii) Waiver of Subrogation. Worker’s Compensation Insurance must contain a waiver of subrogation endorsement providing that each insurer waives any rights of recovery by subrogation, or otherwise, against City and City’s lender(s). A waiver of subrogation shall be effective as to any person even if such person (A) would otherwise have a duty of indemnification, contractual or otherwise, (B) did not pay the Worker’s Compensation Insurance premium directly or indirectly, and (C) does or does not have an insurable interest in the property damaged. (b) Automobile Liability
Insurance to include coverage equivalent in scope to ISO form CA 00 01 with not less than $1,000,000 combined single limit, each accident covering all owned, hired and non-owned autos. If Contractor or any subcontractor does not have any company-owned vehicles, a copy of the declaration page from the personal auto liability policy of the principal(s) of Contractor or each subcontractor making such claim will be acceptable. Hired and non-owned auto coverage of Contractor and each subcontractor must be evidenced through a general liability policy or auto policy. (c) Comprehensive/Commercial General Liability for Construction Manager and Contractor
(i) Minimum Limits. Contractor shall carry Comprehensive General Liability or Commercial General Liability insurance (“CGL”) covering all operations by or on behalf of Contractor providing CGL coverage (equivalent in coverage to ISO form CG 00 01) for bodily injury and property damage, shall not be less than:
1696611-1 C-13
Each Occurrence Limit $2,000,000
Personal Advertising Injury Limit
Products and Completed Operations
$1,000,000
$2,000,000
General Aggregate Limit $4,000,000
(ii) Minimum Scope. The policy must include the following scope or endorsements:

1. Standard ISO CG0001 10 01 Contractual Liability coverage, or its equivalent.

2. Separation of Insureds clause.

3. Broad Form Property Damage coverage.

4. A Waiver of Subrogation, to apply in favor of City and any City lender(s).

5. Coverage must be on an “occurrence” form. “Claims Made” and “Modified Occurrence” forms are not acceptable.

6. Such coverage as is afforded by this policy for the benefit of the additional insured(s) is primary and any other coverage maintained by such additional insured(s) shall be non-contributing with the coverage provided under this policy.

7. Premises and Operations coverage with no explosions, collapse, or underground damage exclusion (XCU).

8. The CGL policy may not be subject to a self-insured retention (“SIR”) or deductible that exceeds $25,000. In the event City has been notified of a claim arising from the Project, City may deduct from any amounts otherwise due Contractor to fund the SIR/deductible. In the event the amounts owed to Construction Manager or Contractor is insufficient to meet the SIR/deductible or the Project is completed, City shall be entitled to deduct the remaining balance of the SIR/deductible from amounts owed to Contractor for its work. If any policy is subject to a SIR, then such SIR shall contain or be endorsed to provide that the SIR may be satisfied through payments made by (A) the named insured, or (B) City or (C) any additional insureds, co-insurers, and/or insureds other than the First Named Insured. The policy must also state that the Allocated Loss Adjustment Expenses will satisfy the SIR or deductible. (iii) Additional Insured Endorsements. The Contractor will obtain an Additional Insured Endorsement naming the City and its lender(s) as an additional insured. 1696611-1 C-14
(d) CGL for Subcontractors.
(i) Minimum Limits. Subcontractors are required to obtain CGL insurance coverage with CGL coverage (equivalent in coverage to ISO form CG 00 01) for bodily injury and property damage, shall not be less than:

Insurance
Limits
Each Occurrence $2,000,000
Personal
Advertising Injury
Limit
$1,000,000
Products/Completed
Operations
Aggregate Limit
$2,000,000
General Aggregate Limit
(other than
Products/Completed
Operations)
$4,000,000
(ii) Minimum Scope. The policy must include the following provisions:

1. Standard ISO CG0001 10 01 Contractual Liability coverage, or its equivalent.

2. Separation of Insureds clause.

3. Broad Form Property Damage coverage, including completed operations, or its equivalent.

4. An Additional Insured Endorsement (equivalent to ISO form CG 20 10 11 85 or ISO form CG 20 10 10 02 (or earlier edition form), plus ISO form CG 2037 10 01) naming as additional insured: City and any City lender(s).

5. A Waiver of Subrogation, to apply in favor of City and any City lender(s).

6. Coverage must be on an “occurrence” form. “Claims Made” and “Modified Occurrence” forms are not acceptable.

7. Such coverage as is afforded by this policy for the benefit of the additional insured(s) is primary and any other coverage maintained by such additional insured(s) shall be non-contributing with the coverage provided under this policy.
1696611-1 C-15

8. Premises and Operations coverage with no explosions, collapse, or underground damage exclusion (XCU).

9. There shall be no exclusion for attached, residential or condominium projects.

10. Products and Completed Operations coverage shall be maintained for the longer of (a) ten (10) years following completion of the Contractor’s work or in the case of subcontractors, the subcontractors’ work, and (b) the applicable statute of limitations and/or repose for the jurisdiction of the site of the Project.

11. There shall be no exclusion for subsidence.

12. There shall be no “pollution” exclusions or its equivalent. (e) Professional Liability Insurance.

1. Minimum Limits. If Contractor or any subcontractor performs or contracts to perform any design/build work in connection with the Project, Contractor or such subcontractor, or its design subconsultant, must have Professional (Errors and Omissions) Liability insurance in limits not less than $2,000,000 each claim and in the aggregate, with a deductible or SIR amount not greater than $50,000.

2. Minimum Scope. Such insurance shall include prior acts coverage sufficient to cover the Services and the work in connection therewith, and contractual liability to cover liability assumed under the Agreement, or in the case of a subcontractor, the subcontract. Such policy may be written on a “claims made” basis provided that the policy has a retroactive date of placement prior to or coinciding with the commencement of any professional services performed on any part of the Services and is to be maintained during the term of the Agreement or any subcontract in connection with the Agreement, in the case of subcontractors, and for a period of ten (10) years after substantial completion of the Project. There shall be no exclusion for attached, residential or condominium projects, or public works projects. Such Contractor or subcontractor performing design/build Work is required to obtain evidence to City that their current Professional Liability policy has no impairment on the aggregate limits before commencing any design/build work.
(f) Property Insurance.

1. Coverages. Contractor and subcontractors performing work in connection with the Project are required to maintain Property Insurance coverage for physical damage (including loss of use therefrom), of their property, supplies and equipment (whether or not owned by them) that are not covered under the City’s Builder’s Risk Insurance. The policy should be maintained for the duration of this Agreement, or in the case of Subcontractors, their subcontracts, and shall continue until the Project is delivered to the City.

2. Required Waivers. Contractor and subcontractors performing work in connection with the Project shall have no recourse, and waive all rights of recovery, against the Indemnified Parties (and any Persons claiming through them) for any physical damage to any property, supplies or equipment of Contractor or 1696611-1 C-16
Subcontractors. Each policy shall contain a provision requiring the insurance carriers to waive their rights of subrogation against the parties entitled to indemnification under Section VIII of the Agreement (and all persons or entities claiming through them), and against any other contractor or subcontractor for any monies paid under the said insurance policies. Contractor and each subcontractor performing work in connection with the Project shall cause its insurance carriers to consent to such waiver of subrogation.

3. Additional Insureds. The policy shall name the City and its lender(s) as an additional insureds and loss payees on the property insurance policies in connection with any material stored off-site by Contractor and/or any subcontractor.

4. In the event that materials or any other type of personal property of Contractor is acquired for the Project or delivered to the Project site, Contractor agrees that it shall be solely responsible for such property until it becomes a fixture on the Project, or otherwise is installed and incorporated as a final part of the Project. Such responsibility shall include theft, fire, vandalism, and use, including use by unauthorized persons.

SECTION 2 GENERAL INSURANCE REQUIREMENTS FOR CONTRACTOR AND

SUBCONTRACTORS
SECTION 2.1 All insurance required under this Exhibit D shall be obtained at the sole cost and expense of Contractor, and/or subcontractors, and shall be maintained with insurance carriers properly licensed to do business in the California having a general rating of not less than an “A(-)” and financial rating of not less than at least an “VII” as rated in the most recent edition of A.M. Best’s Insurance Reports or, if not rated by A.M. Best’s Insurance Reports, then a comparable rating from a nationally recognized rating agency approved by the City. Contractor agrees to provide to City a full certified copy of any policy maintained by Contractor at City’s request, and require the same of its subcontractors.

SECTION 2.2 If any subcontractor fails to secure and maintain the required insurance, City or Contractor shall have the right (without any obligation to do so) to secure same in the name and for the account of Contractor in which event Contractor shall pay the costs thereof and furnish upon demand all information that may be required in connection therewith. City shall notify Contractor if City exercises its right, whereupon Contractor’s responsibility to carry such insurance shall cease and all the premiums and other charges associated with such insurance shall be refunded to City. City further reserves the right at any time, with thirty (30) days’ written notice to Contractor, to require that Contractor resume the procurement and maintenance of any insurance for which City has elected to procure pursuant to this subsection; in such event, the sums paid to Contractor by City shall increase to the extent of any previously agreed and implemented reduction (as noted above) attributable to City’s prior assumption of the particular insurance coverages. Such refund shall be equitably pro-rated based upon Contractor’s completed Services at the time of such adjustment.

SECTION 2.3 All insurance policies must provide per the terms and conditions of the insurance policies a thirty (30) days’ written notice to City of any cancellation, non-renewal or modification of any such policies and a ten (10) days’ notice of cancellation for non-payment of premium to City. Contractor shall and shall require all Subcontractors to shall provide City with a copy of any notice of reduction or cancellation that they receive within five (5) business days of receipt of such notice. Contractor and each of its subcontractors shall supply City with updated replacement certificates of insurance and/or copies of insurance policies that evidence the continuation of all of the terms and conditions of the coverage, limits of protection, and scope of coverage as required by this Exhibit D. 1696611-1 C-17
SECTION 2.4 No act or omission of any insurance agent, broker or insurance company representative shall relieve Contractor of any of its obligations under the Agreement.

SECTION 2.5 Contractor or its subcontractors (or any combination thereof) shall not take any actions that would suspend or invalidate any of the required coverages during the time period such coverages are required to be in effect.

SECTION 2.6 Each insurance policy shall provide that any failure to comply with reporting provisions of the policies by Contractor shall not affect coverage provided to City and all additional insureds.

SECTION 2.7 No Limitations on Coverage. The insurance limits herein are minimum levels of insurance only and nothing herein should be construed to limit the actual limits of insurance obtained by Contractor or its subcontractors. Should Contractor or its subcontractors obtain limits and coverages in excess of the minimum insurance requirements contained herein, then the limits in the policy shall apply to this Project.

SECTION 2.8 The Certificates of Insurance shall state “All Operations” of Contractor performed on behalf of City shall be covered by such insurance.

SECTION 2.9 City reserves the right, in its sole discretion, to require higher limits of liability coverage if, in City’s opinion, operations by or on behalf of Contractor create higher than normal hazards, and, to require Contractor to name additional parties in interest to be an additional insureds, and included in any required Waiver of Subrogation, Notice of Cancellation, or other endorsement. If City exercises the right to require higher limits, City and Contractor shall negotiate an equitable adjustment through a change order.

SECTION 2.10 Nothing in this Exhibit D shall reduce Contractor’s, and any subcontractor’s obligations under the Agreement. Contractor’s (or any subcontractors’) procurement and/or maintenance of insurance shall not be construed as a limitation of liability or as full performance of the indemnification and hold harmless provisions of the Agreement.

SECTION 2.11 Certificates of Insurance. Neither Contractor nor any subcontractor shall commence any Services or other work on or about the site of the Project including, without limitation, bringing any equipment or personnel onto the Project site, until such time as City has received, reviewed and approved evidence satisfactory to City that all mandatory insurance as specified in this Exhibit D has been obtained by such parties and that such insurance is in form and substance satisfactory to City. Prior to the commencement of the Services, Contractor and each subcontractor are required to provide certificates of insurance to City as evidence that policies specified in this Exhibit D are in full force and effect.

Acceptance and/or approval by City of the insurance herein shall not be construed to waiver or relieve Contractor or subcontractors from any obligations, responsibilities or liabilities under the Agreement.

Certificates of insurance will be labeled and addressed as follows:

CITY OF HUGHSON
POST OFFICE BOX 9
HUGHSON, CA 95326
ATTN: CITY MANAGER
SECTION 2.12 Waiver of Right to Recovery. Contractor, and any subcontractor performing work in connection with the Project retained by or for Contractor, hereby waive all rights of recovery by subrogation, because of deductible or self-insured retention clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, and for any other reasons, against each other, City, and its elected officials, managers, officers, directors, agents, and employees, and any other 1696611-1 C-18
contractor, subcontractor or other person or entity performing work or rendering services on behalf of City in connection with the Project.

SECTION 2.13 Umbrella/Excess Liability Insurance. If excess/umbrella policies are used to meet the limits of liability requirement said policies shall be “following” form of the underlying primary policy. Evidence of such coverage shall be provided in the form of a certificate of insurance and endorsements in compliance with Section 2.11 before Contractor or any subcontractor commences work on the Project.

SECTION 2.14 Property Insurance. Where Property/Builder’s Risk insurance is not purchased by City for the benefit of Contractor and any subcontractor performing work in connection with the Project, then Contractor and each subcontractor shall be fully responsible for all loss or damage to Contractor and/or each subcontractor’s work, and Contractor and/or each subcontractor shall obtain Property/Builder’s Risk insurance covering Contractor, and/or each subcontractor’s work. Such insurance shall also apply to any of City’s property in the care, custody, or control of Contractor and/or each subcontractor.

SECTION 2.15 All capitalized terms used herein and not defined herein shall have the meanings ascribed to them in the Agreement.

CITY OF HUGHSON

COMMUNITY DEVELOPMENT DEPARTMENT

SAMPLE PAYMENT BOND
(Section 3247, Civil Code)
WHEREAS, The City of Hughson, acting by and through the Community Development Department, hereafter referred to as "Obligee", has awarded to Contractor hereafter designated as the "Principal", a contract for the work described as follows:

The work generally consists of, but is not limited to, the following: a d j u s t water and sewer services, roadway excavation and grading, asphalt grinding/milling, roadway paving and street striping. The contractor shall include in his or her bid and provide all labor, tools and materials for a complete project in conformance with the intent shown on the drawings and specified herein.

AND WHEREAS, said Principal is required to furnish a bond in connection with said contract, to secure the payment of claims of laborers, mechanics, materialmen and other persons as provided by law.

NOW, THEREFORE, we the undersigned Principal and Surety are bound unto the Obligee in the sum of _________________________________________dollars ($ ) , for which payment, we bind ourselves, jointly and severally.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That if said Principal or its subcontractors shall fail to pay any of the persons named in Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by such claimant, or any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board for the wages of employees of the Principal and his or her subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor, that the surety herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the surety will pay a reasonable attorney's fee to fixed by the court.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 3181 as to give a right of action to such persons or their assigns in any suit brought upon this bond.

Dated: _________________________, 20
Correspondence or claims relating to this bond
should be sent to the surety at the following
address:

Principal
Surety (SEAL)
By: Attorney-in-Fact
NOTE: Signatures of those executing for the surety must be properly acknowledged.

CERTIFICATE OF ACKNOWLEDGEMENT
State of California
City / County of ______________________________________ On this day of ____________________, 20___before me _______________________________ personally appeared ___________________________________ personally known to me (or proved to me on the basis of satisfactory evidence) Attorney-in-Fact
to be the person whose name is subscribed to this instrument as the attorney-in-fact of ___________________and acknowledged to me that he/she subscribed the name of the said company thereto as surety, and his/her own name as attorney-in-fact. (SEAL) Notary Public

CITY OF HUGHSON

COMMUNITY DEVELOPMENT DEPARTMENT

SAMPLE PERFORMANCE BOND
(To Accompany Contract)
Bond No.________
WHEREAS, the City of Hughson, acting by and through the Community Development Department, has awarded to Contractor hereafter designated as the
"Contractor", a contract for the work described as follows:

The work generally consists of, but is not limited to, the following: a d j u s t water and sewer services, roadway excavation and grading, asphalt grinding/milling, roadway paving and street striping. The contractor shall include in his/her bid and provide all labor, tools and materials for a complete project in conformance with the intent shown on the drawings and specified herein.

AND WHEREAS, the Contractor is required to furnish a bond in connection with said contract, guaranteeing the faithful performance thereof:

NOW, THEREFORE, we the undersigned Contractor and Surety are held firmly bound to the City of Hughson in the sum of $ dollars, to be paid to said City or its certain attorney, its successors and assigns: for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That if the above bound Contractor, its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the foregoing contract and any alteration thereof made as therein provided, on his (her) or their part to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning, and shall indemnify and save harmless the City I County of , its officers and agents, as therein stipulated, then this obligation shall become and be null and void; otherwise it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, We have hereunto set our hands and seals on this _________ day of ______________, 20___ Correspondence or claims relating to this bond
should be sent to the surety at the following
address:

Contractor
Name of Surety (SEAL)
By: Attorney-in-Fact
NOTE: Signatures of those executing for the surety must be properly acknowledged.

CERTIFICATE OF ACKNOWLEDGEMENT
State of California, City I County of __________________ On this day of ______________in the year 20 _ before me , a notary public in and for the City I County of personally appeared ______________known to me to be the person whose name is subscribed to this Attorney-in-fact
instrument and known to me to be the attorney-in-fact of_______________________________________________ and acknowledged to me that he/she subscribed the name of the said company thereto as surety, and his/her own name as attorney-in-fact.
(SEAL) Notary Public
Walker Lane Improvements   C‐21

NOTICE OF AWARD
Description of Work:  WALKER LANE IMPROVEMENTS
To __________________________________________________________________ (Contractor)
__________________________________________________________________ (Address)
_______________________________________________________________________________ (City, State, Zip)
The City of Hughson, (Owner), represented by the undersigned has considered the proposal submitted by you for the above described work in response to its Notice to Contractors dated _________, 20___, revised ___________, 20___.

It appears that it is to the best interest of said Owner to accept your Proposal in the amount of _____________________________________________________________________ (written description of contract amount)
($ ____________) you are hereby notified that your Proposal has been accepted.

If you fail to execute said contract and to furnish bonds and certificates within 14 calendar days from the date of delivery of this Notice, said Owner will be entitled to consider all your rights arising out of the Owner’s acceptance of your Proposal as abandoned and to award the work covered by your Proposal to another, or to re‐advertise the work or otherwise dispose thereof as the Owner may see fit.

Dated this _________ day of _______________, 20___.

OWNER: City of Hughson       ACCEPTANCE OF NOTICE
Receipt of the above Notice of Award is hereby
acknowledged
This _______ day of ______________, 20___
By _______________________     By _________________________ Title: _____________________     Title: _______________________ Walker Lane Improvements   C‐22

NOTICE TO PROCEED

Description of Work:    WALKER LANE IMPROVEMENTS
To __________________________________________________________________ (Contractor)
__________________________________________________________________ (Address)
_______________________________________________________________________________ (City, State, Zip)
You are hereby given Notice to Proceed with the construction of the above referenced project.  This notice
Given this _________ day of _________________, 20___, begins the sixty (60) days construction period for this project, and unless amended as provided for in the specifications, work shall be completed by the ______ day of _______________, 20___.

Work required beyond the established date of completion for this project will be assessed liquidated damages at the rate of $ 1,000.00 per day in conformance with the specifications.

OWNER: City of Hughson       ACCEPTANCE OF NOTICE
Receipt of the above Notice to Proceed is
hereby acknowledged
This _____ day of _______________, 20____
By _______________________     By _________________________ Title: _____________________     Title: _______________________ Walker Lane Improvements     SP‐1

CITY OF HUGHSON

DEPARTMENT OF PUBLIC WORKS

SPECIAL PROVISIONS
SECTION 1

SPECIFICATIONS AND PLANS

The work embraced herein shall be done in accordance with the Standard Specifications (current edition), and the Standard Plans (current edition), of the Department of Transportation insofar as the same may apply; in accordance with the City of Hughson’s Standard Plans and Specifications, which plans and specifications are hereinafter referred to same; and in accordance with the following special provisions.   In case of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of the conflicting portions.

Amendments to the Standard Specifications set forth in these special provisions shall be considered as part of the Standard Specifications for the purposes set forth in Section 5‐1.04, "Coordination and Interpretation of Plans, Standard Specifications and Special Provisions," of the Standard Specifications.  Whenever either the term "Standard Specifications is amended" or the term "Standard Specifications are amended" is used in the special provisions, the indented text or table following the term shall be considered an amendment to the Standard Specifications.  In case of conflict between such amendments and the Standard Specifications, the amendments shall take precedence over and be used in lieu of the conflicting portions.

In the event of a conflict in the Contract documents, the order of precedence from highest to lowest shall be as follows:
- These Special Provisions
- The Project Plans
- City of Hughson’s Standard Plans and Specifications
- Standard Specifications
1‐1.01 ‐ Definitions And Terms – Whenever in the Standard Specifications, or in any documents or instruments where these specifications govern, the terms State of California, Department of Transportation, Director Engineer, or Laboratory are used, the following terms shall be substituted therefor, and any reference to any of the above terms shall be understood and interpreted to mean and refer to such substituted terms as follows:

STATE OF CALIFORNIA:        The City of Hughson
DEPARTMENT OF TRANSPORTATION:    The Public Works Department of the City of Hughson.

DIRECTOR:           The Director of Public Works of the City of Hughson.

ENGINEER:          The City Engineer of the City of Hughson, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

LABORATORY:          Any laboratory as may be authorized by the City to test materials and work involved in the Contract.

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SECTION 2

BIDDING

2‐1.01 ‐ GENERAL  ‐  The bidder's attention is directed to the provisions in Section 2, "Bidding," of the Standard Specifications and these special provisionsfor the requirements and conditions which the bidder must observe in the preparation of the proposal form and the submission of the bid.

In accordance with Labor Code Section 1771.1(a):

A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 . It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

The bidder's bond shall conform to the bond form in the Bid book for the project and shall be properly filled out and executed. The bidder’s bond form included in that book may be used.

In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Bid book.  Signing the Proposal shall also constitute signature of the Noncollusion Affidavit.

The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract.  The contractor shall carry out applicable requirements of 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts.  Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate.  Each subcontract signed by the bidder must include this assurance.

Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder’s responsibility in the event it is the apparent low bidder on a future public works contract.
2‐1.02 ‐ DISADVANTAGED BUSINESS ENTERPRISE (DBE).

Not used.
2‐1.03 – BID RIGGING
The U.S. Department of Transportation (DOT) provides a toll‐free hotline to report bid rigging activities. Use the hotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline number is (800) 424‐9071.

The service is available 24 hours 7 days a week and is confidential and anonymous. The hotline is part of the DOT’s effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General.
2‐1.04 ‐ Required Listing of Proposed Subcontractors ‐ Each proposalshall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in an amount in excess of ½ of one percent of their total bid or $10,000, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practice Act, commencing with Section 4100 of the Public Contract Code.  The bidder’s attention Walker Lane Improvements     SP‐3
is invited to other provisions of said Act related to the impositions of penalties for failure to observe its provisions by using unauthorized subcontractors or buy making or unauthorized substitutions.

A sheet for listing the subcontractors, as required herein, is included in the Proposal.

Bidders are cautioned that this listing requirement is in addition to the requirements to provide a list of DBE subcontractors after the opening of the proposals.

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SECTION 3

AWARD AND EXECUTION OF CONTRACT
3‐1.01  ‐  General – The bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract,” of the Standard Specifications and these special provisionsforthe requirements and conditions concerning award and execution of contract.

Bidders may file a protest of the commended award of a contract. Protests may only be submitted by bidders who submitted a bid proposal for the Project. For a protest to be considered valid, the submittal must:
 be filed within three (3) business days of the bid opening date in writing with the City Engineer;  clearly identify the specific accusation(s) involved;  specify, in detail, the ground(s) and fact(s) supporting the protest;  and include all relevant and supporting documentation at the time of filing.

Upon submission of the complete protest package, if validated, the City will review the basis of the protest and all relevant information. The City will provide a written decision to the bidder within five (5) business days after the date of receival. The protestor may appeal the City Engineer’s decision to the City Council.

Bid protests are to be delivered to the following address:

City of Hughson
7018 Pine Street
Hughson California, 95326
The right is reserved to reject any and all proposals.

The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed.  Such award, if made, will be made within 60 days after the opening of proposals.

This period will be subject to extension for such further period as may be agreed upon in writing between the City and the bidder concerned.

All bids will be compared on the basis of the Engineer’s estimate of the quantities of work to be done. 3‐1.02 ‐ Contract Bonds – The Contractor will be required to execute the performance and payment bonds within fourteen calendar days from the date when the Notice of Award is delivered to the Contractor.  The performance and payment bonds must each be in the amount of 100 percent of the Contract price with a corporate surety approved by the City and authorized to do business in the state where the Contract is to be performed.  Failure to execute the bonds within the time specified shall allow the City to consider that the bidder has abandoned the Contract, in which case the check or bidder’s bond accompanying the proposal shall be the property of the City.

The bond covering performance shall be conditioned upon the performance by the Contractor of all undertakings, covenants, terms, conditions, and agreements of the Contract.  The bond covering payment shall be conditioned upon the prompt payment by the Contractor to all persons supplying labor and materials to be used in the performance of the Work.  Such bond(s) shall also run in favor of any other person or entities required by law and shall be in the form(s) required by applicable statues, if any, and acceptable to City.  Evidence of authority of any attorney, in fact, acting for the corporate surety must be provided in the form of a certificate as to his or her power of attorney and to the effect that it is not terminated and remains in full force and effect on the date of the bond.

The expense of such bond(s) shall be borne by the Contractor.  If at any time a surety on such bond(s) becomes irresponsible or losesitsright to do businessin the aforementioned State, the City may require anothersurety, which the Contractor shall furnish within ten calendar days after receipt of written notice to do so.

The performance bond shall guarantee the repair of all damage due to faulty materials or workmanship provided or done by the Contractor.   This guarantee shall remain in effect for a period of one year after the date of final acceptance of the job by the City.

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All alterations, extensions of time, extra and additional work, and other changes authorized by these specifications or any part of the contract may be made withoutsecuring the consent of the surety orsureties of the contract bonds. 3‐1.03 ‐ Execution of Contract – The contract shall be signed by the successful bidder and returned, together with the contract bonds, within 14 calendar days, after the bidder has received the Notice of Award. 3‐1.04 ‐ Failure to Execute Contract – Failure of the lowest responsible bidder, or the second lowest responsible bidder, to execute the contract and file acceptable bonds and certificates of insurance as provided herein within 14 calendar days, not including legal holidays, after such bidder has received notice that the contract has been awarded to them, shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. 3‐1.05 ‐ Return of Proposal Guaranties – Within 10 days after the award of the contract to the lowest responsible bidder, the City will return the proposal guaranties, other than bidder’s bonds, accompanying such of the proposals as are not to be further considered in making the award.  Retained proposal guaranties will be held until the contract has been finally executed, after which all proposal guaranties, except bidder’s bond and any guaranties which have been forfeited, will be returned to the respective bidders whose proposals they accompany.

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SECTION 4

SCOPE OF WORK
4‐1.01 ‐ Beginning of Work, Time of Completion and Liquidated Damages – Attention is directed to the provisions in Section 8‐1.03, "Beginning of Work," in Section 8‐1.06, "Time of Completion," and in Section 8‐1.07, "Liquidated Damages," of the Standard Specifications and these special provisions.

Within twenty days after the Effective Date of the Agreement, but before Contractor starts the Work at the site, a conference attended by Contractor, City, Engineer and others as appropriate will be held to discuss the preliminary construction schedule, to discuss procedures for handling Shop Drawings and other submittals and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work.

The Contractor shall begin work within 30 calendar days after the contract has been approved by the attorney appointed and authorized to represent the City of Hughson, or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed.

Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements.   Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby; however, Contractor shall not be liable to City or Engineer for failure to report any conflict, error or discrepancy in the Contract Documents, unless Contractor had actual knowledge thereof or should reasonably have known thereof.

This work shall be diligently prosecuted to completion before the expiration of the contract time.

The Contractor shall pay to the City of Hughson the sum indicated in section 8‐1.07 of these Special Provisions for each and every calendar day's delay in finishing the work in excess of the number of calendar days prescribed in the contract documents.
4‐1.01B ‐ Intent of Plans and Specifications – The intent of the plans and specifications is to prescribe the details for the construction and completion of the work which the contractor undertakes to perform in accordance with the terms of the contract.  Where the plans or specifications describe portions of the work in general terms, but not in complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used.  Unless otherwise specified, the contractor shall furnish all labor, materials, tools, equipment, and incidentals, and do all the work involved in executing the contract in a satisfactory and workmanlike manner.
4‐1.02 ‐ Final Cleaning Up – Before final inspection of the work, the contractorshall clean up the work, materialsites, and all ground occupied by them in connection with the work of all rubbish, excess materials, falsework, temporary structures, and equipment.  All parts of the work shall be left in a neat and presentable condition.  Full compensation for final cleaning up will be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefor.
4‐1.03 ‐ Changes – Extra work means work which was not included in the Drawings or Specifications or in any bid Schedule.  Extra work does not include any items for which a unit price was stated in the Bid even if the estimated quantity differs from the actual quantity.  The City, without invalidating the contract, may order extra work or make changes in or deletions from the work and increase or decrease the Contract price accordingly.  All such work shall be executed under the original contract except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such extra work or change.  Before becoming effective, all Change Orders must be signed by all parties indicated on the change order form.

The value of such extra work or change shall be determined in one of the following ways:

A. By estimate and acceptance in a lump sum.

B. By any unit prices named in the contract or subsequently agreed upon.

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C. By Force Account
The contract price shall be adjusted by considering separately any work added and any work deleted.  The Contractor agrees that he or she shall not be entitled to claim damages for anticipated profits on any portion of work that may be deleted.  The amount of any adjustment for work deleted from the subsequent monthly pay estimates.

The City reserves the right to contract with any person or firm other than the Contractor for any or all extra work. 4‐1.03B ‐ Increased or Decreased Quantities – Increases or decreases in the quantity of a contract item of work will be determined by comparing the total pay quantity of such item of work with the Engineer’s estimate therefor.

If the total pay quantity of any item of work required under the contract varies from the Engineer’s estimate therefor by 25 percent, in the absence of an executed contract change order specifying the compensation to be paid, the compensation payable to the contractor will be a mutually agreed upon amount or will be determined by force account.
4‐1.03C ‐ Extra Work – New and unforeseen work will be classed as extra work when determined by the Engineer that such work is not covered by any of the various items for which there is a bid price or by combinations of such items.  In the event that portions of such work are determined by the Engineer to be covered by some of the various items for which there is a bid price or combination of such items, the remaining portion of such work will be classed as extra work.

The contractor shall do such extra work and furnish material and equipment therefor upon receipt of an approved contract change order or other written order of the Engineer.

Walker Lane Improvements     SP‐8
SECTION 5

CONTROL OF WORK

5‐1.01 ‐  Authority of Engineer – The Engineer shall decide all questions which may arise as to the quality or acceptability of materials furnished and work performed and as to the manner of performance and rate of progress of the work; all questions which may arise as to the interpretation of the plans and specifications; all questions as to the acceptable fulfillment of the contract on the part of the contractor; and all questions as to compensation.  Their decision shall be final, and he or she shall have authority to enforce and make effective such decisions and orders which the contractor failsto carry out promptly.  The Engineer will not be responsible or have authority for job safety.

Job safety shall be the sole responsibility of the contractor. 5‐1.02 ‐ Plans and Working Drawings – The contract plans furnished consist of general drawings and show such details as are necessary to give a comprehensive idea of the construction contemplated.  All authorized alterations affecting the requirements and information given on the contract plans shall be in writing.

The contract plans shall be supplemented by such working drawings prepared by the contractor as are necessary to adequately control the work.  No change shall be made by the contractor in any working drawing after it has been approved by the Engineer.

Working drawings for cribs, cofferdams, falsework, centering and form work, and for other temporary work and methods of construction the contractor proposes to use, will be required.  Such working drawings shall be subject to approval insofar as the details affect the character of the finished work, but details of design will be left to the contractor who shall be responsible for the successful construction of the work.

It is expressly understood, however, that approval of the contractor’s working drawings shall not relieve the contractor of any responsibility for accuracy of dimensions and details, or for mutual agreement of dimensions and details.  It is mutually agreed that the contractor shall be responsible for agreement and conformity of their working drawings with the contract plans and specifications.

Full compensation for furnishing all working drawings shall be considered as included in the prices paid for the contract item of work to which such drawings relate, and no additional compensation will be allowed therefor. 5‐1.03 ‐ Differing Site Conditions
a. Contractor Notification:

Promptly notify the City’s Engineer if you find either of the following conditions:

1. Physical conditions differing materially from either of the following:
 Contract documents
 Job site examination

2. Physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the Contract Include details explaining the information you relied on and the material differences you discovered.

If you fail to promptly notify the Engineer, you waive the differing site condition claim for the period between your discovery of the differing site condition and your notification to the Engineer.

If you disturb the site after discovery and before the Engineer's investigation, you waive the differing site condition claim.
b. Engineer’s Investigation and Decision
Upon your notification, the Engineer investigates job site conditions and:

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1. Notifies you whether to resume affected work

2. Decides whether the condition differs materially and is cause for an adjustment of time, payment, or both
5‐1.04 ‐ Conformity With Contract Documents and Allowable Deviations – Work and materials shall conform to the lines, grades, cross sections, dimensions, and material requirements, including tolerances, shown on the plans or indicated in the specifications.  Although measurement,sampling, and testing may be considered evidence asto such conformity, the Engineer shall be the sole judge as to whether the work or materials deviate from the plans and specifications, and their decision as to any allowable deviations therefrom shall be final. 5‐1.05 ‐ Coordination and Interpretation of Plans, Specifications, and Special Provisions  – The specifications, plans, special provisions, contract change orders, and all supplementary documents are essential parts of the contract, and a requirement occurring in one is as binding as though occurring in all.   They are intended to be cooperative, and to describe and provide for a complete work.

Plans shall govern over these specifications; the special provisions shall govern over both these specifications and the plans.

Should it appear that the work to be done, or any of the matters relative thereto are not sufficiently detailed or explained in these specifications, the special provisions, or the plans, the contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform to them as part of the contract.  In the event of any doubt or question arising respecting the true meaning of these specifications, the special provisions, or the plans, reference shall be made to the Engineer, whose decision thereon shall be final.

In the event of any discrepancy, between any drawings and the figures written thereon, the figures shall be taken as correct.  Detail drawings shall prevail over general drawings. 5‐1.06 ‐ Order of Work – When required by the special provisions or plans, the contractor shall follow the sequence of operations as set forth therein.

Full compensation for conforming to such requirements will be considered as included in the prices paid for the various contact items of work, and no additional compensation will be allowed therefor. 5‐1.07 ‐  Superintendence  – The contractor shall designate in writing before starting work, an authorized representative who shall have complete authority to represent and to act for the contractor.   Said authorized representative shall be present at the site of the work at all times when work is actually in progress on the contract.

When work is not in progress, and during periods when work is suspended, arrangements acceptable to the Engineer shall be made for any emergency work which may be required. 5‐1.08 ‐ Lines and Grades – See the Special Provisions for staking to be provided by the Engineer.

When the contractor requires such stakes or marks, he or she shall notify the Engineer of their requirements in writing, a reasonable length of time in advance of starting operations that require such stakes or marks.  In no event shall a notice of less than two working days be considered a reasonable length of time.

The Contractor shall carefully preserve stakes and marks set by the Engineer.  In case such stakes and marks are destroyed or damaged, they will be replaced at the Engineer’s earliest convenience.  The contractor will be charged for the cost of replacement or restoration of stakes and marks.  This charge will be deducted from any moneys due, or that may become due, the contractor under the contract. 5‐1.09 ‐ Inspection – The Engineer shall at all times have access to the work during its construction, and shall be furnished with every reasonable facility for ascertaining that the materials and the workmanship are in accordance with the requirements and intentions of the specification, the special provisions, and the plans.  All work done, and all materials furnished, shall be subject to their inspection and approval.

The inspection of the work or materials shall not relieve the contractor of any of their obligations to fulfill their contract as prescribed.  Work and materials not meeting such requirements shall be made good and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefor has been included in a progress estimate.

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Projects financed in whole or in part with State or Federal funds shall be subject to inspection at all times by the agency involved.
5‐1.10 ‐ Removal of Rejected and Unauthorized Work – All work which has been rejected shall be remedied, or removed and replaced by the contractor in an acceptable manner and no compensation will be allowed them for such removal, replacement, or remedial work.

Any work done beyond the lines and grades shown on the plans or established by the Engineer, or any extra work done without written authority will be considered as unauthorized work and will not be paid for.  Upon order of the Engineer unauthorized work shall be remedied, removed, or replaced at the contractor’s expense.

Upon failure of the contractor to comply promptly with any order of the Engineer made under this Section, the City may cause rejected or unauthorized work to be remedied, removed, or replaced, and to deduct the costs from any moneys due or to become due the contractor.
5‐1.11 ‐ Equipment and Plants – Only equipment and plants suitable to produce the quality of work and materials required will be permitted to operate on the project.

Plants shall be designated and constructed in accordance with general practice for such equipment and shall be if sufficient capacity to insure the production of sufficient materials to carry the work to completion within the time limit.

The contractorshall provide adequate and suitable equipment and plantsto meet the above requirements, andwhen ordered by the Engineer shall remove unsuitable equipment from the work and discontinue the operation of unsatisfactory plants.

The make, model number, and empty gross weight of each unit of compacting equipment shall be plainly stamped or stenciled in a conspicuous place on the unit.  The gross weight shall be either the manufacturers rated weight or the scale weight.
5‐1.12 ‐ Character of Workers – If any subcontractor or person employed by contractorshall appear to the Engineer to be incompetent or to act in a disorderly or improper manner, he or she shall be discharged immediately on the requisition of the Engineer, and such person shall not again be employed on the work. 5‐1.13 ‐ Final Inspections – Final inspection and acceptance of the work shall be made for the City by the Engineer.

Such inspection shall be made as soon as practical after the Contractor has notified the City in writing that the Work is ready for such inspection.
5‐1.14 ‐ LABOR NONDISCRIMINATION – Attention is directed to the following Notice that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM
(GOV. CODE, SECTION 12990)
Your attention is called to the "Nondiscrimination Clause",set forth in Section 7‐1.01A(4),"Labor Nondiscrimination," of the Standard Specifications, which is applicable to all nonexempt state contracts and subcontracts, and to the "Standard California Nondiscrimination Construction Contract Specifications" set forth therein.  The Specifications are applicable to all nonexempt state construction contracts and subcontracts of $5,000 or more. 5‐1.15   ‐ PREVAILING WAGE  –  Attention is directed to Section 7‐1.01A(2), "Prevailing Wage," of the Standard Specifications.

The general prevailing wage rates determined by the Director of the California Department of Industrial Relations, for the county or counties in which the work is to be done, are available at the following internet web site:
http://www.dir.ca.gov/OPRL/dprewagedetermination.htm
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The Federal prevailing wage rates as determined by the United States Secretary of Labor are available at the following internet web site:
http://www.wdol.gov/dba.aspx
If there is a difference between the wage rates predetermined by the Secretary of Labor and the wage rates determined by the Director of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. 5‐1.16  ‐ Not used.
5‐1.17  ‐ REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES – When the presence of asbestos or hazardous substances are not shown on the plans or indicated in the specifications and the Contractor encounters materials which the Contractor reasonably believes to be asbestos or a hazardous substance as defined in Section 25914.1 of the Health and Safety Code, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas reasonably believed to be safe.  The Contractor shall immediately cease work in the affected area and report the condition to the Engineer in writing.

In conformance with Section 25914.1 of the Health and Safety Code, removal of asbestos or hazardous substances including exploratory work to identify and determine the extent of the asbestos or hazardous substance will be performed by separate contract.

If delay of work in the area delays the current controlling operation, the delay will be considered a right of way delay and the Contractor will be compensated for the delay in conformance with the provisions in Section 8‐1.09, "Right of Way Delays," of the Standard Specifications.
5‐1.18  ‐ SUBCONTRACTING – No subcontract releases the Contractor from the contract or relieves the Contractor of their responsibility for a subcontractor’s work.

If the Contractor violates Pub Cont Code § 4100 et seq., the City of Hughson may exercise the remedies provided under Pub Cont Code § 4110.  The City of Hughson may refer the violation to the Contractors State License Board as provided under Pub Cont Code § 4111.

The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor’s own employees and equipment, owned or rented, with or without operators.

Each subcontract must comply with the contract.

Each subcontract must include the “Community Development Block Grant” (CDBG) Supplementary General Conditions.

Each subcontractor must have an active and valid State contractor’s license with a classification appropriate for the work performed (Bus & Prof Code, § 7000 et seq.)
Each subcontractor must be registered to perform public work with the California Department of Industrial Relations.

Submit copies of subcontracts upon request by the Engineer.

Before subcontracted work starts, submit a Subcontracting Request form.

Do not use a debarred contractor; a current list of debarred contractors is available at the Department of Industrial Relations web site at: http://www.dir.ca.gov/dlse/debar.html Upon request by the Engineer, immediately remove and not again use a subcontractor who fails to prosecute the work satisfactorily.

Each subcontract and any lower‐tier subcontract that may in turn be made shall include the “Required Contract Provisions Federal‐Aid Construction Contracts” in Section 14 of these special provisions.  Noncompliance shall be corrected.  Payment for subcontracted work involved will be withheld from progress payments due or to become due, until correction is made.  Failure to comply may result in termination of the contract. 5‐1.19  ‐ PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS – A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with the provisionsin Section Walker Lane Improvements     SP‐12
7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors.  The 10 days is applicable unless a longer period is agreed to in writing.  Any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval.  Any violation of Section 7108.5 shallsubject the violating contractor or subcontractor to the penalties, sanction and other remedies of that section.   This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. 5‐1.20  ‐ PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS – The City shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the City, of the contract work, and pay retainage to the prime contractor based on these acceptances.  The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the City.  Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval.  Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code.  These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. 5‐1.21   ‐  PAYMENTS ‐‐  Attention is directed to Section 9‐1.06, "Partial Payments," and 9‐1.07, "Payment After Acceptance," of the Standard Specifications and these special provisions.  No partial payment will be made for any materials on hand but not incorporated into the work.
5‐1.22  ‐ ENCROACHMENT PERMIT – Not applicable.

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SECTION 6

CONTROL OF MATERIALS

6‐1.01 ‐ Source of Supply and Quality of Materials ‐‐ The contractor shall furnish all materials required to complete the work, except materials that are designated in the special provisions to be furnished by the City.

Only materials conforming to the requirements of the specifications shall be incorporated in the work.

The materials furnished and used shall be new, except as may specifically be provided elsewhere in these specifications, on the plans, or in the special provisions.  The materials shall be manufactured, handled, and used in a workmanlike manner to insure completed work in accordance with the plans and specifications.

The contractorshall furnish the Engineer a list of theirsources of materials.  The listshall be furnished to the Engineer in sufficient time to permit proper inspecting and testing of materials to be furnished from such listed sources in advance of their use.  The contractor shall furnish without charge such samples as may be required.  Inspection and tests, if made at any point other than the point of incorporation of the work, in no way shall be considered as a guaranty of acceptance ofsuch material nor of continued acceptance of material presumed to be similar to that upon which inspections and test have been made.

Manufacturer’s warranties, guarantees, instruction sheets and part’s lists, which are furnished with certain articles or materials incorporated in the work, shall be delivered to the Engineer before acceptance of the contract.

Reports and records of inspections made and tests performed, when available at the site of the work, may be examined by the contractor.
6‐1.02 ‐ Storage of Materials – Articles or materials to be incorporated in the work shall be stored in such a manner as to insure the preservation of their quality and fitness for the work, and to facilitate inspection. 6‐1.03 ‐ Defective Materials – All material which the Engineer has determined do not conform to the requirements of the plans and specifications will be rejected, whether in place or not.  They shall be removed immediately from the site of the work, unless otherwise permitted by the Engineer.  No rejected material, the defects of which have been subsequently corrected, shall be used in the work, unless approval in writing has been given by the Engineer.

Upon failure of the contractor to comply promptly with any order of the Engineer made under this Section, the Engineer shall have authority to cause the removal and replacement of rejected material and to deduct the cost thereof from any moneys die or to become due the contractor. 6‐1.04 ‐ Trade Names and Alterations – For convenience in designation on the plans or in the specifications, certain articles or materials to be incorporated in the work may be designated under a trade name or the name of a manufacturer and their catalogue information.  The use of an alternative article or material which is of equal quality and of the required characteristicsfor the purpose intended will be permitted,subject to the following requirements:

The burden of proof as to the quality and suitability of alternatives shall be upon the contractor and he or she shall furnish all information necessary as required by the Engineer.  The Engineer shall be the sole judge as to the quality and suitability of alternative articles or materials and their decision shall be final.

Whenever the specifications permit the substitution of a similar or equivalent material or article, no tests or action relating to the approval of such substitute material will be made until the request for substitution is made in writing by the contractor accompanied by complete data as to the equality of the material or article proposed.  Such request shall be made in ample time to permit approval without delaying the work. 6‐1.05 ‐ Plant Inspection – The Engineer may inspect the production of materials, or the manufacture of products at the source of supply.   Plant inspection, however, will not be undertaken until the Engineer is assured of the cooperation and assistance of both the contractor and the material producer.  The Engineer or their authorized representative shall have free entry at all times to such parts of the plant as concerns the manufacture or production of the materials.  Adequate facilities shall be furnished free of charge to make the necessary inspection.  The City assumes no obligation to inspect materials at the source of supply.

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6‐1.06 ‐ Testing – Unless otherwise specified, all tests shall be performed in accordance with the methods used by the California Department of Transportation, All tests that are performed shall be made by the Engineer or their designated representative.

Whenever a reference is made in the specifications to a test method by California Number, it shall mean the test method in effect on the day the Notice to Contractors for the work is dated.

Whenever a reference is made in the specifications to a specification or test designation either of the ASTM, the AASHO, Federal Specifications, or any other recognized national organization, and the number or other identification accompanying the test designation representing the year of adoption or latest revision if the test is omitted, it shall mean the test method in effect on the day the Notice to Contractors for the work is dated.

When requested by the Engineer, the contractor shall furnish, without charge, samples of all materials entering into the work, and no materialshall be used prior to approval by the Engineer, except as provided in this Section.  Samples of material from local sources shall be taken by or in the presence of the Engineer, otherwise the samples will not be considered for testing.

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SECTION 7

LEGAL RELATIONS AND RESPONSIBILITY

7‐1.01 ‐ Laws To Be Observed – The contractor shall keep himself fully informed of all existing and future State and National laws and county and municipal ordinances and regulations which in any manner affect these engaged or employed in the work, or the materials used in the work, or which in any way affect the conduct of the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same.  He or she shall at all times observe and comply with, and shall cause all their agents and employees to observe and comply with all such existing and future laws, ordinances, regulations, orders, and decrees of bodies or tribunals having any jurisdiction or authority overthework; and shall protect and indemnify the City and all officers and employeesthereof connected with the work against any claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, order, or decree.
7‐1.02 ‐ Hours of Labor – Eight hours labor constitutes a legal day’s work.  The contractor shall forfeit, as a penalty to the City, $25.00 for each workman employed in the execution of the contract by the contractor or any subcontractor under them for each calendar day and 40 hours in any one calendar week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, thereof, inclusive, except that work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon compensation for all hours worked in excess of 8 hours per day at not less than one and one‐half times the basic rate of pay, as provided in said Section 1815.
7‐1.03 ‐ Labor Nondiscrimination ‐ Attention is directed to Section 1735 of the Labor Code which reads as follows:
“No discrimination shall be made in the employment of persons upon public works because of their race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons except as provided in Section 1420, and every contractor for public work violating this section is subject to all the penalties imposed for a violation of this chapter.”
7‐1.04 ‐ Prevailing Wage – In accordance with Section 1771 to 1774 of the Labor Code, for contracts in excess of one thousand dollars ($1,000) the contractor and all subcontractors under them shall pay all laborers, workmen, and mechanics on all work included in this contract no less than the general prevailing rate of per diem wages for work performed, (to‐wit, within the limits if the City), and no less than the general prevailing rate of per diem wages for legal holiday and overtime work in said locality, which per diem wages shall not be less than the stipulated rate contained in a schedule thereof which has been ascertained and determined by the Council to be the general prevailing rate of per diem wages for each draft or type of workman or mechanic needed to execute this contract, and which is now on file with the City Clerk, as set forth in the Notice to Bidders, and by reference it is incorporated herein and made a part hereof.

The contractor shall forfeit, as a penalty to the City, twenty‐five dollars ($25.00) for each laborer, workman, or mechanic employed for each calendar day or portion thereof such laborer, workman, or mechanic is paid less than the said stipulated rates for any work done under this contract by them or by any subcontractor under them in violation of Articles 1 and 2 of Chapter 1 Part 7 of Division 11 of the Labor Code of the State of California, and said sums and amounts which shall have been so forfeited pursuant to the herein paragraph and the said terms of said Labor Code shall be withheld and retained from payments due to the contractor undersaid contract, pursuant to this contract and the terms of said Labor Code; but no sum shall be so withheld, retained, or forfeited except from the final payment without a full investigation by either the Division of Labor Law Enforcement of the State Department of Industrial Relations or by said Council.

The difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day, or a portion thereof, for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the contractor.  The contractor shall comply with the provisions of Section 1775 of the Labor Code of the State of California.

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The contractor and subcontractor shall keep accurate payroll records.  Certified copies of payroll records shall be provided to the City and the Division of Labor Standards Enforcement of the Department of Industrial Relations in accordance with Section 1776 of the Labor Code of the State of California. 7‐1.05 ‐ Contractors Licensing Laws –Attention is directed to the provisions of Chapter 9 of Division 3 of the Business and Professions Code concerning the licensing of contractors.

All bidders and contractors shall be licensed in accordance with the laws of this state, and any bidder or contractor not so licensed, is subject to the penalties imposed by such laws. 7‐1.06 ‐ Permits and Licenses – The contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work.

The contractor shall obtain a permit for construction of a trench or excavation 5 feet or deeper, prior to beginning construction, from the State Industrial Relations Department.

If the Contract amount is in excess of $25,000, the contractor to whom award is made shall submit a detailed plan showing the design ofshoring, bracing,sloping, or other provisionsto be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches five feet or more in depth.  If the plan varies from the shoring systems standards, the plan shall be prepared by a registered Civil or Structural Engineer.  In no event shall shoring, sloping, or a protective system be allowed less effective than that required by construction safety orders.  The City or its Engineer assume no responsibility for the Contractor’s plan. 7‐1.07 ‐ Patents – The contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on, or incorporated in, the work, and agrees to indemnify and save harmless the City and duly authorized representatives from all suits at law, actions of every nature for, or on account of the use f any patented materials, equipment, devices, or processes.
7‐1.08 ‐  Safety Provisions  – The contractor shall conform to the rules and regulations pertaining to safety established by the California Division of industrial Safety. 7‐1.09 ‐  Public Convenience  ‐‐ The contractor shall so conduct their operations as to offer the least possible obstruction and inconvenience to the public, and he orshe shall have under construction no greater length or amount of work than he or she can prosecute properly with due regard to the rights of the public.  Traffic control and access shall be in accordance with Subsection 7‐1.08 of the Standard Specifications, except as herein provided.

The Contractor shall provide general construction signing.  The Contractor shall be required to provide adequate signing and flagmen as described herein as required for their operations.

Unless otherwise provided in the special provisions, all public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible.

Spillage resulting from hauling operations along or across any public traveled way, shall be removed immediately by the contractor at their expense.

Existing traffic signal and street lighting systems shall be kept in operation for the benefit of the traveling public during progress of the work, and other forces will continue routine maintenance of existing systems unless otherwise specified.

Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.

Convenience accessto driveways, houses, and buildings along the line of the work shall be maintained and temporary approaches to crossings or intersecting streets shall be provided and kept in good condition.  When the abutting property owner’s access across the right‐of‐way lines is to be eliminated, or to be replaced under the contract by other access facilities, the existing access shall not be closed until the replacement access facilities are usable.

Culvert installation, or other underground pipe construction, shall be conducted on but one‐half of the width of the traveled way at a time, and that portion of the traveled way being used by public traffic shall be kept open and unobstructed until the opposite side of the traveled way is ready for traffic.

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The Contractor will be required to provide dust control for their operations.  Water or dust palliative shall be applied as ordered by the Engineer for the alleviation or prevention of dust nuisance, The cost of dust control shall be considered as included in the cost of items for which there is a bid price.

In order to expedite the passage of vehicular traffic through or around the work, the contractor shall provide, erect, and maintain all necessary barricades, signs, danger signals, and lights for the protection of the work and the safety of the public.  Roadways closed to traffic shall be protected be effective barricades, and signs and obstructions shall be illuminated at night.  Suitable warning signs, illuminated at night by lanterns or flares, shall be provided.

Flagmen and guards, while assigned to traffic control, shall perform their duties and shall be provided with the necessary equipment in accordance with the current “Instructions to Flagmen” of the Department of Transportation of the State of California.  The equipment shall be furnished and kept clean and in good repair by the contractor at their expense.

The contractor will be required to pay the cost of replacing or repairing all facilities installed for the convenience, direction, or warning of public traffic, that are lost while in their custody, or are damaged by reason of their operations.

Except as otherwise provided under this Section or in the Special Provisions, full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefore. 7‐1.10 ‐ Public Safety ‐ Whenever the contractor’s operations create a condition hazardous to traffic or to the public, he or she shall furnish, at their own expense and without cost to the City, such flagmen and guards as are necessary to give adequate warning to the public of any dangerous conditions to be encountered, and he or she shall furnish, erect, and maintain such fences, barricades, lights, signs, and other devices as are necessary to prevent accidents and avoid damage or injury to the public.

No material or equipment shall be stored where it will interfere with the free and safe passage of public traffic, and at the end of the day’s work, and at other times when construction operations are suspended for any reason, the contractor shall remove all equipment and other obstructions from that portion of the roadway open for use by public traffic.

Except as otherwise provided in this section or in the special provisions, compensation for conforming to all of the provisions in this section and in the special provisions, shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed therefor. 7‐1.10A ‐ Flagging Costs – The cost of furnishing all flagmen and guards under “Public Convenience” will be borne by the contractor.

The provisions in this section shall in no way relieve the contractor from their responsibility for providing for the public’s convenience or safety, nor relieve the contractor from their responsibility for damage as provided under “Responsibility for Damage,” in this section.
7‐1.11 ‐ Preservation of Property – Due care shall be exercised to avoid injury to existing improvements or facilities, utility facilities, adjacent property, and trees and shrubbery that are not to be removed.

Trees and shrubbery that are not to be removed, and pole lines, fences, signs, markers and monuments, buildings, and structures, conduits, pipe lines (under or above ground) sewer and water lines, all street facilities, and any other improvements or facilities within or adjacent to the work shall be protected from injury or damage, and if ordered by the Engineer, the contractor shall provide and install suitable safeguards, approved by the Engineer, to protect such objects from injury or damage. If such objects are injured or damaged by reason of the contractor’s operations, they shall be replaced or restored at the contractor‘s expense.

The Engineer may make, or cause to be made, such temporary repairs as are necessary to restore to service any damaged street facility. The cost of such repairs shall be borne by the contractor and may be deducted from any monies due, or to become due, to the contractor under the contract.

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responsibility under this Section.   It shall be the contractor’s responsibility to ascertain the existence of any underground improvements or facilities which may be subject to damage by reason of their operations.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and doing all the work involved in protecting or repairing property as above specified, shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed therefor. 7‐1.12 ‐ Insurance – The contractor shall take out and maintain during the life of their contract, such Commercial General Liability and Property Damage Insurance as shall protect them, the City, the Engineer, and their agents from all claims for personal injury, including accidental death, as well as from all claims for property damage arising from operation under this contract.  The amounts of such insurance shall be as hereinafter set forth.

The contractor shall require the subcontractors, if any, to take out and maintain similar Commercial General Liability and Property Damage Insurance.

In case any of the work under this contract is to be performed on, or at, the site of the project by the subcontractor, the contractor shall take out and maintain such contractor’s Contingent or Protective Insurance as will protect them, the City, and the Engineer from damage claims arising from the operations of any subcontractor. The amounts of such insurance shall be hereinafter set forth (see Exhibit “D” Insurance Provisions of the Sample Construction Contract).

As above provided, the contractor shall take and maintain:
7‐1.12A ‐ MINIMUM SCOPE OF INSURANCE ‐ Coverage shall be at least as broad as:

1. Insurance Services Office form number GL 0002 (Ed. 1/73) covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage (“occurrence” from CG 0001).

2. Insurance Services office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 “any auto” and endorsement CA O025.

3. Workers’ Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance.
7‐1.12B ‐ MINIMUM LIMITS OF INSURANCE ‐ Contractor shall maintain limits no less than the limits described in Exhibit “D”, Insurance Provisions of the Sample Construction Contract. 7‐1.12C  ‐ DEDUCTIBLES AND SELF‐  INSURED RETENTION’S  ‐  Any deductibles or self‐insured retention must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self‐insured retention as respects the City, its officers, officials, employees and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.
7‐1.12D ‐ OTHER INSURANCE PROVISIONS ‐ The policies are to contain, or be endorsed to contain, the following provisions:

1. General Liability and Automobile Liability Coverage’s a. The City, its officers, officials, employees and volunteers are to be covered as insureds as respects:
liability arising out of activities performed by, or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, occupied or used by the Contractor; or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officers, officials, employees or volunteers. b. The Contractor’s insurance coverage shall be primary insurance as respects the City, its officers, officials, employees and volunteers.  Any insurance of self‐insurance maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it. c. any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers.

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d. The Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

2.   Workers’ Compensation and Employers Liability Coverage ‐ The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Contractor for the City.

3. All Coverages ‐ Each insurance policy by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City. 7‐1.12E ‐ ACCEPTABILITY OF INSURERS ‐ Insurance is to be placed with insurers with a Bests rating of no less than A:

VII.

If the contractor has fully satisfied the City of their responsibility and capacity under the workmen’s compensation laws, if any, to act as self‐insurer, he or she may so act, and in such a case, the insurance required in the paragraph second above need not be provided.

In the event the form of any policy or certificate, or the amount of the insurance or the companies writing same are not satisfactory to the City, the contractor shall furnish other policies or certificates in form and amount, and with companies satisfactory to the City. The contractor shall not cause any policies to be canceled or permit it to lapse, and all policies shall include a clause to the effect that the policy or certificate shall not be subject to cancellation or to a reduction in the required limits of liability or amounts of insurance until notice has been mailed to the City stating when, not less than ten (10) days thereafter, such cancellation or reduction shall be effective.  All certificates of insurance, authenticated by the proper officer of the insurer, shall state in particular those insured, the extent of the insurance, the location and operations to which the insurance applies, the expiration date, and the above‐mentioned notice of cancellation clause.

The contractor shall furnish to the City at the date of delivering the signed contracts and bonds, certificates or riders duly executed on behalf of the surety company, certifying as to the amounts of insurance carried, and providing for the coverage therein of the City, their officers, agents, and employees, within all risks arising out of the project. 7‐1.13 ‐ Cooperation — Should construction be under way by other forces or by other contractors within or adjacent to the limits of thework specified, orshould work of any other nature be underway by other forces within or adjacent to said limits, the contractor shall cooperate with all such other contractors or other forces to the end that any delay or hindrance to their work will be avoided. The right is reserved to perform other or additional work at or near the site at any time, by the use of other forces.

When two or more contractors are employed on related or adjacent work, each shall conduct their operations in such a manner as not to cause any unnecessary delay or hindrance to the other.  Each contractor shall be responsible to the other for all damage to work, to person, or property caused to the other by their operations, and for loss caused the other due to their unnecessary delays or failure to finish the work within the time specified for completion 7‐1.14  ‐  Contractor’s Responsibility for the Work and Materials  ‐‐ Until the acceptance of the contract, the contractor shall have the charge and care of the work and of the materials to be used therein, and shall bear the risk of injury, loss, or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non‐execution of the work. The contractor shall rebuild, repair, restore, and make good all injuries, losses, or damage to any portion of the work or the materials occasioned by any cause before its completion and acceptance and shall bear the expense thereof, except for such injuries, losses, or damages as are directly and proximately caused by acts of the federal government or the public enemy. The suspension of work from any cause whatevershall not relieve the contractor of their responsibility for the work and materials herein specified. 7‐1.14A ‐ Responsibility for Damage – The City, Engineer, and all of their officers and employees thereof connected with the work, shall not be answerable or accountable in any manner; for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the work; for injury to or death of any person or persons either workmen or the public; or for damage to property from any cause which might have been prevented by the contractor, or their workmen, or anyone employed by them.

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The contractor shall be responsible for any liability imposed by law, and for injuries to, or death of any person, or damage to property resulting from detects or obstructions, or from any cause whatsoever during the progress of the work, or at any time before its completion and final acceptance.

The contractor shall indemnify and save harmless the City, Engineer, and all of their officers and employees thereof connected with the work from all claims, suits, or actions of every name, kind, and description, brought for, or on account of, any injuries to or death of any person, or damage to property resulting from the construction of the work, or by or in consequence of any negligence in guarding the work, use of improper materials in construction of the work, or by or on account of any act or omission by the contractor or their agents during the progress of the work or at any time before its completion and final acceptance. 7‐1.15 ‐ Personal Liability – Neither the City, the Engineer, nor any other officer or authorized employee or agent of the City or Engineer, shall be personally responsible for any liability arising under or by virtue of the contract. Job safety is the sole responsibility of the Contractor.
7‐1.16 ‐ Apprentices – Attention is directed to the provisions in Sections 1777.5 and 1777.6 of the California Labor Code concerning the employment of apprentices by the contractor or by any subcontractor under them. “Apprenticeable craft or trade,” as used in this section, shall mean a craftor trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the Apprenticeship Council. The joint apprenticeship committee shall have the discretion to grant a certificate exempting a contractor from the 1‐to‐5 ratio set forth in this section when it finds that any one of the following conditions is met:
(a) In the event unemployment for the previous three‐month period in such area exceeds an average of 15 percent; or
(b) In the event the number of apprentices in training in such area exceeds a ratio of l‐to‐5; or (c) If there is a showing that the apprenticeable craft or trade isreplacing at least one‐thirtieth of itsjourneymen annually through apprenticeship training, either (1) on a statewide basis, or (2) on a local basis. (d) If assignment of an apprentice to anywork performed under a publicworks contractwould create a condition which would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or if the specific task to which the apprentice is to be assigned is of such a nature that training cannot be provided by a journeyman.

When such exemptions are granted to an organization which represents contractors in a specific trade from the 1‐ to‐5 ratio on a local or statewide basis, the member contractors will not be required to submit individual applications for approval to local joint apprenticeship committees, provided they are already covered by the local apprenticeship standards.

A contractor to whom the contract is awarded, or any subcontractor under them, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade and who is not contributing to a fund or funds to administer and conduct the apprenticeship program in any such craft or trade in the area of the site of the public work, to which fund or funds other contractors in the area of the site of the public work are contributing, shall contribute to the fund or funds in each craft or trade in which he or she employs journeymen or apprentices on the public work in the same amount or upon the same basis and in the same manner as the other contractors do, but where the trust fund administrators are unable to accept such funds, contractors not signatory to the trust agreement shall pay a like amount to the California Apprenticeship Council. The contractor orsubcontractor may add the amount ofsuch contributionsin computing their bid for the contract. The responsibility of compliance with this section for apprenticeable occupations is the prime contractors. 7‐1.17  ‐  Federal Requirements — Contractor is required to comply with all applicable standards, orders, or regulations pursuant to the Clean Air Act of 1970 (42 U.S.C. 1857 et req.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et req.) as amended.
7‐1.18 ‐ Female and Minority Goals
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To comply with section II, "Nondiscrimination," of "Required Contract Provisions Federal‐Aid Construction Contracts," the Department is including in section 7‐1.11C female and minority utilization goals for federal‐aid construction contracts and subcontracts that exceed $10,000.

The nationwide goal for female utilization is 6.9 percent.

The goal for minority utilization  [45 Fed Reg 65984 (10/3/1980)] for Stanislaus County is 12.3 percent.

For each July during which work is performed under the Contract, you and each non‐material‐supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR‐1391 (Appendix C to 23 CFR 230). Submit the forms by August 15.
7‐1.19 ‐ Federal Training Program
For the Federal training program, the number of trainees or apprentices is 0.

This section applies if a number of trainees or apprentices is specified in the special provisions.

As part of your equal opportunity affirmative action program, provide on‐the‐job training to develop full journeymen in the types of trades or job classifications involved.

You have primary responsibility for meeting this training requirement.

If you subcontract a contract part, determine how many trainees or apprentices are to be trained by the subcontractor.

Include these training requirements in your subcontract.

Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or training.

Distribute the number of apprentices or trainees among the work classifications on the basis of your needs and the availability of journeymen in the various classifications within a reasonable recruitment area.

Before starting work, submit to the City of Hughson:

Number of apprentices or trainees to be trained for each classification

1. Training program to be used

2. Training starting date for each classification
Obtain the City of Hughson’s approval for this submitted information before you start work. The City of Hughson credits you for each apprentice or trainee you employ on the work who is currently enrolled or becomes enrolled in an approved program.

The primary objective of this section is to train and upgrade minorities and women toward journeymen status.

Make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recruitment area.  Show that you have made the efforts. In making these efforts, do not discriminate against any applicant for training.

Do not employ as an apprentice or trainee an employee:

1. In any classification in which the employee has successfully completed a training course leading to journeyman status or in which the employee has been employed as a journeyman

2. Who is not registered in a program approved by the US Department of Labor, Bureau of Apprenticeship and Training
Ask the employee if the employee has successfully completed a training course leading to journeyman status or has been employed as a journeyman.  Your records must show the employee's answers to the questions.

In your training program, establish the minimum length and training type for each classification.  The City of Hughson and FHWA approves a program if one of the following is met:

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1. It is calculated to:
 Meet the your equal employment opportunity responsibilities  Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period

2. It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it is administered in a way consistent with the equal employment responsibilities of Federal‐aid highway construction contracts
Obtain the State's approval for your training program before you start work involving the classification covered by the program.

Provide training in the construction crafts, not in clerk‐typist or secretarial‐type positions. Training is allowed in lower level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward construction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off‐site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training.

The City of Hughson reimburses you 80 cents per hour of training given an employee on this contract under an approved training program:

1. For on‐site training

2. For off‐site training if the apprentice or trainee is currently employed on a Federal‐aid project and you do at least one of the following:
 Contribute to the cost of the training
 Provide the instruction to the apprentice or trainee
 Pay the apprentice's or trainee's wages during the off‐site training period

3. If you comply this section.

Each apprentice or trainee must:

1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill

2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program Furnish the apprentice or trainee:

1. Copy of the program you will comply with in providing the training

2. Certification showing the type and length of training satisfactorily completed 7‐1.20 ‐ Title VI Assurances:

During the performance of this Agreement, the contractor, for itself, its assignees and successors in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows:
(1) Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the REGULATIONS), which are herein incorporated by reference and made a part of this agreement. (2) Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub‐applicants, including procurements of materials and leases of equipment.

CONTRACTOR shall not participate either directly or indirectly in the discrimination prohibited by Section

21.5 of the Regulations, including employment practices when the agreement covers a program set forth in Appendix B of the Regulations.

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(3) Solicitations for Sub‐agreements, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be performed under a Sub‐ agreement, including procurements of materials or leases of equipment, each potential sub‐applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR’S obligations under this Agreement and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. (4) Information and Reports: CONTRACTOR shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the California Department of Transportation or FHWA to be pertinent to ascertain compliance with such Regulations or directives.

Where any information required of CONTRACTOR is in the exclusive possession of another who fails or refuses to furnish this information, CONTRACTOR shall so certify to the California Department of Transportation or the FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information.
(5) Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with the nondiscrimination provisions of this agreement, the California Department of Transportation shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to:
(a) withholding of payments to CONTRACTOR under the Agreement within a reasonable period of time, not to exceed 90 days; and/or
(b) cancellation, termination or suspension of the Agreement, in whole or in part. (6) Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through (6) in every sub‐agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.

CONTRACTOR shall take such action with respect to any sub‐agreement or procurement as the California Department of Transportation or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub‐applicant or supplier as a result of such direction, CONTRACTOR may request the California Department of Transportation enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.

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SECTION 8

PROSECUTION AND PROGRESS

8‐1.01 ‐ Subcontracting — The contractor shall give their personal attention to the fulfillment of the contract and shall keep the work under their control.

No subcontractor will be recognized as such, and all persons engaged in the work of construction will be considered as employees of the contractor, and he or she will be held responsible for their work, which shall be subject to the provisions of the contract and specifications.

The contractor shall perform with their own organization, work of a value amounting to not less than 50 percent of the remainder obtained by subcontracting from the total original contract value the sum of any items that may be designated as “Specialty Items” in the special provisions.  Where an entire item is subcontracted, the value of work subcontracted will be based on the contract bid price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated cost ofsuch portion of the contract item, determined from information submitted by the contractor, subject to approval by the Engineer.

Before any work is started on a subcontract, the Contractor shall file with the Engineer at their office, a written statementshowing the work to be subcontracted, giving the names of the subcontractors and the description of each portion of the work to be so subcontracted.

When a portion of the work which has been subcontracted by the contractor is not being prosecuted in a manner satisfactory to the Engineer, the subcontractor shall be removed immediately on the requisition of the Engineer and shall not again be employed on the work.
8‐1.02 ‐ Assignment — The performance of the contract may not be assigned, except upon the written consent of the Engineer. Consent will not be given to any proposed assignment which would relieve the original contractor or their surety of their responsibilities under the contract, nor will the Engineer consent to any assignment of a part of the work under the contract.

The contractor may assign moneys, due or to become due, to them under the contract and such assignment will be recognized by the City, if given proper notice thereof, to the extent permitted by law, but any assignments of moneys shall be subject to all proper set‐offs in favor of the City and to all deductions provided for in the contract and particularly all money withheld, whether assigned or not,shall be subject to being used by the City for the completion of work in the event that the contractor should be in default therein. 8‐1.03 ‐ Beginning of Work — The contractor shall begin work within 30 calendar days after the contract has been approved by the attorney appointed and authorized to represent the City of Hughson, or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed, and shall diligently prosecute the same to completion within the time limit provided in the contract documents.

Should the contractor begin work in advance of receiving notice that the contractor has been approved as above provided, any work performed by them in advance of the said date of approval shall be considered as having been done by them at their own risk and as a volunteer unless said contract is so approved.

The delivery to the City, for execution and approval, of the contract properly executed on behalf of the contractor and surety shall constitute the contractor’s authority to enter upon the site of work and to begin operations, subject to their assumption of the risk of the disapproval of the contract, and subject also the following:
(1) Notice in writing of the contractors’ intention to start work prior to approval, specifying the date on which he or she intends to start, shall be given to the Engineer at least two working days in advance. (2) The contractorshall, on commencing operations, observe all provisions of the specificationsrelating thereto. (3) All work done according to the contract prior to its approval, will, when the contract is approved, be considered authorized work and will be paid for as provided in the contract. 8‐1.04 ‐ Temporary Suspension of Work — The City shall have the authority to suspend the work wholly or in part, Walker Lane Improvements     SP‐25
for such period as it may deem necessary, due to unsuitable weather, or to such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as he or she may deem necessary due to the failure on the part of the contractor to perform a provision of the contract. The contractor shall immediately comply with the written order of the City to suspend the work wholly or in part. The suspended work shall be resumed when approved in writing by the City.
8‐1.05 ‐ Time of Completion — The contractor shall complete the work called for under the contract in all parts and requirements, within the number of calendar days set forth in the contract documents.

The current controlling operation, or operations, is to be construed to include any feature of the work considered at the time by the Engineer and the contractor, which, if delayed, will delay the time of completion of the contract. 8‐1.06 ‐ Liquidated Damages — It is agreed by the parties to the contract, that in case all the work called for under the contract in all parts and requirements is not finished or completed within the number of calendar days as set forth in the special provisions, damage will be sustained by the City, and that it is, and will be, impracticable and extremely difficult to ascertain and determine the actual damage which the City will sustain in the event of, and by reason of, such delay; and it is, therefore, agreed that the Contractor will pay to the City, the sum of one thousand dollars ($1,000) per day for each and every calendar day’s delay in finishing the work in excess of the number of days prescribed; and the contractor agrees to pay said Liquidated damages herein provided for, and further agrees that the City may deduct the amount thereof from any moneys due, or that may become due, the contractor under the contract.

It is further agreed that in case the work called for under the contract is not finished and completed in all parts and requirements within the number of days specified, the City shall have the right to increase the number of days, or not, as may seem best to serve the interest of the City, and if they decide to increase the said number of days, they shall further have the right to charge the contractor, his or her heirs, assigns, or sureties and to deduct from the final payment for the work all or any part as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, and which accrue during the period of such extension, except that cost of final surveys and preparation of final estimate shall not be included in such charges.

The contractor will be granted an extension of time and will not be assessed with liquidated damages or the cost of engineering and inspection for any portion of the delay in completion of the work beyond the time named in the special provisionsfor the completion of thework caused by acts of God or of the Public enemy, fire, floods, epidemics, quarantine restrictions, strikes, labor disputes, shortages of materials, and freight embargoes, provided that the contractor should notify the Engineer in writing of the causes of delay.  The Engineer shall ascertain the facts and the extent of the delay, and their findings thereon shall be final and conclusive. 8‐1.07 ‐ Utilities — The right is reserved to the City and the owners of facilities, or their authorized agents, to enter upon the work for the purpose of making such changes as are necessary for the rearrangement of their facilities or for making necessary connections or repairs to their properties.  The contractor shall cooperate with forces engaged in such work and shall conduct their operations in such a manner as to avoid any unnecessary delay or hindrance to the work being performed by such other forces.

Attention is directed to the possible existence of underground facilities not known to the City in a location different from that which is shown on the plans or in the special provisions. The contractor shall take steps to ascertain the exact location of all underground facilities prior to doing work that may damage such facilities or interfere with their service.

The Contractor shall not interfere with the operations of any existing utility lines during the progress of the work. All utility pipes or lines, conduits, or structures encountered in, across, or near the trench excavation.  The Contractor shall be responsible for any damage or injury to such pipes, conduits, or structures and shall replace and/or repair at their own expense any such damage or injury using like or equal materials as approved by the Engineer and the applicable utility company.
8‐1.08 ‐ City Right to Take Over the Work — If the contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of their creditors, or if a receiver should be appointed to take over their Walker Lane Improvements     SP‐26
affairs, or if he or she should fail to prosecute the work with due diligence and carry the work forward in accordance with the work schedules and the time limits set forth in the contract documents, or if he or she should fail to substantially perform one or more of the provisions of the contract, including all provisions relating to equal employment opportunity, the City shall inform the contractor and their surety, stating its intention to exercise one of the remedies hereinafter set forth and the grounds upon which the City bases its right to exercise such remedy.

In any event, unless the matter complained of is satisfactorily cleared within ten days after service of such notice, the City may, without prejudice to any other right or remedy, exercise one ofsuch remedies at once, having first obtained a certificate from the Engineer that sufficient cause exists to justify such action. (1) The City may terminate the services of the contractor, which termination shall take effect immediately upon service of notice thereof on the contractor and their surety, whereupon the surety shall have the right to take over and perform the contract. If the surety does not commence performance of the contract within ten days afterservice on surety of the notice of termination, the City may itself take over the work, take possession of and use all materials, tools, equipment, and appliances on the premises and prosecute the work to completion by such means as it shall deem best.

In the event of such termination of their service, the contractor shall not be entitled to any further payment under the contract until the work, is completed and accepted. If the City takes over thework and if the unpaid balance of the contract price when the City takes over the work exceeds the cost of completing the work, including compensation for any damage or expenses incurred by the City through the default of the contractor, such excess shall be paid to the contractor.  In such event, if such cost expenses, and damages shall exceed such unpaid balance of the contract price, the contractor and their surety shall pay the difference to the City.  Such cost, expenses, and damages shall be certified by the Engineer.
(2) The City may take control of the work and either make good the deficiencies of the contractor itself or direct the activities of the contractor in doing so, employing such additional help asthe City deems advisable.  In such event, the City shall be entitled to collect from the contractor and their surety, or to deduct from any payment then or thereafter due the contractor, the costs incurred by it through the default of the contractor, provided the Engineer approves the amount thus charged to the contractor.
(3) The City may require the surety on the contractor’s performance bond to take control of the work at once and see to it that all deficiencies of the contractor are made good with due diligence. As between the City and the surety the cost of making good such deficiencies shall all be borne by the surety. If the surety takes over the work, whether upon termination of the services of the contractor or upon instructionsfrom the City to do so, the provisions of the contractshall govern in respect to the work done by the surety, the surety being substituted for the contractor as to such provisions of this section as to the right of the City to do the work itself or to take control of the work, 8‐1.08A ‐ Contractor’s Right to Stop Work or Terminate Contract — If the work shall be stopped under an order of any court or other public authority for a period of three monthsthrough no act or fault of the contractor or of anyone employed by them, then the contractor may on seven days’ written notice to the City and the Engineer, stop work or terminate this contract and recover from the City payment for all work executed, any lossessustained on any plant or material, and a reasonable profit. If the Engineer shall fail to issue any certificate for payment, without reasonable cause, within ten days after it is due, or if the City shall fail, without reasonable cause, to pay the contractor within fifteen days after its maturity and presentation any sum certified by the Engineer, then the contractor may on seven days’ written notice to the City and the Engineer stop work and given written notice of intention to terminate the contract.  If the City shall thereafter fail to pay the contractor within seven days after receipt of such notice, then the contractor may terminate the contract and recover from the City payment for all work executed, any lossessustained upon any plant or materials, and a reasonable profit.
8‐1.09 ‐ Indemnify — The Contractor shall indemnify and save harmless the City, Engineer and their agents and employees, from and against all losses and all claims, demands, payments, suits, actions, recoveries, and judgements of every nature and description brought or recovered against them by reason of any act or omission of the said Contractor, their agents, or employees, in the execution of the Work or in making or failing to make payments therefor, or in guarding the same.

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8‐1.10 ‐ Cost Of Living Council — Each Contractor will comply with the applicable regulations and standards of the Cost of Living Council in establishing wages and prices.  The submission of a bid shall constitute a certification by them that amounts to be paid do not exceed maximum allowable levels authorized by the Cost of Living Council regulations or standards.
8‐1.11 ‐ Clean Air Act — If this contract exceeds $100,000, the Contractorshall comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970. 8‐1.12  ‐ Contractual Restrictions — No member of or delegate to Congress, or Resident Commissioner, shall be admitted to any share of part of this contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this contract is made with a corporation for its general benefit.

No official of the City who is authorized in such capacity and on behalf of the City to negotiate, make, accept or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspecting, construction or material supply contract or any subcontract in connection with the construction of the project shall become directly or indirectly interested personally in this contract or in any part thereof.  No officer, employee, architect, attorney, engineer, or inspector of or for the City who is authorized in such capacity and on behalf of the City who is in any legislative, executive, supervisory, or other similar function in connection with the construction of the project, shall become directly or indirectly interested personally in this contract,subcontract, insurance contract, or any other contract pertaining to this project.

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SECTION 9

MEASUREMENT AND PAYMENT

9‐1.01 ‐ Measurement of Quantities – Measurement of quantities shall conform to the provisions of Section 9‐1.01 of the Standard Specifications.
9‐1.02 ‐ Scope of Payment – The contractor shall accept the compensation provided in the contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed work and for performing all work contemplated and embraced under the contract; also, for all loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficultieswhich may be encountered during the prosecution of the work until the acceptance by the City, and for all risks of every description connected with the prosecution of the work: also, for all expenses incurred in consequence of the suspension or discontinuance of the work as provided in the contract; and for completing the work according to the plans and specifications.

Neither the payment of any estimate nor of any retained percentage shall relieve the contractor of any obligation to make good any defective work or material.

No payment will be made in any case for loss of anticipated profits. 9‐1.02A ‐ Payments for Work Completed – Partial payments will be made as the work progresses at the end of each calendar month, or as soon thereafter as practicable on estimates made by the Representative and as approved by the City, provided that the Contractor is performing the overall job in a diligent manner.  In making partial payments, there shall be retained ten percent on the amount of each estimate until final completion and acceptance of all the Work.

For any moneys earned by the Contractor and withheld by the City to ensure the performance of the contract, the Contractor may, at their request and expense, substitute securities equivalent to the amount withheld in the form and manner and subject to the conditions provided in Chapter 13 (commencing with Section 4590), Division 5. Title I of the Government Code of the State of California.

Upon completion and acceptance of the Work, the Engineer shall issue a certificate that the Work has been substantially completed and accepted by them under the conditions of this Contract, and shall make and approve the final estimate of the Work. A Notice of Completion shall then be filed or recorded by City if permitted by law, in full compliance with the applicable statutory requirements. The entire balance found to be due the Contractor, including the retained percentage, but accepting such sums as may be lawfully retained by the City, shall be paid to the Contractor 35 days after the filing of the Notice of Completion. Such payment shall be conditioned, however, upon the submission by the Contractor of evidence satisfactory to the City that all claims for labor, material, and any other outstanding indebtedness in connection with the Contract have been paid.

If after the Work has been substantially completed, full completion thereof is materially delayed through no fault of the Contractor, and the Representative so certifies, the City shall upon the certificate of the Representative and, without terminating the Contract, make payment for the balance due for that portion of the Work fully completed and accepted. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claim.

Form entitled, “Partial Payment Estimate,” shall be used when estimating periodic payments due the Contractor. 9‐1.03 ‐ Force Account Payment – Work to be done by force account must be shown on a change order, approved prior to execution of the work, with a not‐to‐exceed amount shown on the change order. Once the work is complete, a subsequent change order may be executed to reduce the amount to that actually required.  When extra work is to be paid for on a force account basis, the labor, materials, and equipment used in the performance of such work shall be subject to the approval of the Engineer and compensation will be determined as follows:
9‐1.03A  ‐  Labor – The cost of labor used in performing the work, whether the employer is the contractor, subcontractor, or other forces, will be the sum of the following:

A. Actual Wages paid (including any employer payments to, or on behalf of, workmen for health and welfare, Walker Lane Improvements     SP‐29
pension, vacation, and similar purposes).

B. Labor Surcharge as set forth in the California Department of Transportation publication entitled “Equipment Rental Rates and General Prevailing Wage Rates”.

To the cost of Labor as described above, 20 percent will be added to contractor‐performed work.   If work is subcontracted, 20 percent will be added for the subcontractor and 5 percent for the contractor. 9‐1.03B  ‐ Materials – The cost of materials incorporated in the work will be the cost to the purchaser, whether contractor, subcontractor, or other forces, from the supplier thereof, except as the following are applicable:

If a cash or trade discount by the actual supplier is offered or available to the purchaser, it shall be credited to the City not‐withstanding the fact that such discount may not have been taken.

If materials are obtained from a supply or source owned wholly or in part by the purchaser, payment therefor will not exceed the price paid by the purchaser for similar materials furnished from said source on contract items or the current wholesale price for such material delivered to the job site, whichever is lower.

The City reserves the right to furnish such materials as it deems advisable, and the contractor shall have no claim for costs and profit on such materials.

To the cost of the materials as described above, 15 percent will be added. 9‐1.03C ‐ Equipment Rental – The equipment rental rates shall be these:

A.   Published monthly by the State of California, Department of Transportation, for the month of the date of the proposal.

B.    Construction Equipment Rented from Third Parties ‐‐ Charges will be made for construction equipment rented from third parties only if the Engineer determinesthatsuch equipment is necessary for the proper prosecution to the force account work, and that neither the contractor nor any of their subcontractors has such equipment on the work.  Such charges will consist of: the rental paid for the equipment up to the current prevailing rental rate for such equipment rental details in the area of the work; the charges for moving the equipment to and from the force account work, and payments made for equipment operators, if the equipment must be rented with operators and the cost thereof is not included in the rental rate.

C. To the cost of equipment rental as described above, 15 percent will be added. 9‐1.03D ‐ Records – The contractor shall maintain their records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a force account basis and the costs of other operations.

The contractor shall furnish the Engineer report sheets in duplicate of each day’s extra work paid for on a force account basis no later than seven (7) days following the performance of said work. The daily report sheets shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the contractor of subcontractor. The daily report sheets shall provide names or identifications and classifications of workmen, the hourly rate of pay, and hours worked, and, also, the size, type, and identification number of equipment and hours operated.

Materials charges shall be substantiated by valid copies of vendors invoices. Such invoices shall be submitted with the daily report sheets.

Said daily report sheets will be signed by the contractor or their authorized agent.

The Engineer will compare their records with the daily reportsheets furnished by the contractor, make any necessary adjustments, and compile the costs of work paid for on a force account basis. 9‐1.04 ‐ Maintenance – Neither the final certificate, final payment, nor any provision in the contract shall relieve the contractor of responsibility for faulty materials or workmanship, and he or she shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which may appear or be discovered up to one year after recording or filing of the Notice of Completion, or one year after final payment, if, for any reason, no Notice of Walker Lane Improvements     SP‐30
Completion was timely recorded or filed. During the first 30 days of this period, the contractor shall clean out any lines or structures that have become plugged with dirt or debris. The City shall give notice of observed defects with reasonable promptness, and the contractor shall proceed to remedy such defects immediately upon receiving such notification. Payment due the Engineer by the City for extra service required in the enforcement of the contractor’s guarantees after acceptance of the work, shall be paid to the City by the contractor or their surety. 9‐1.05 ‐ Liens or Claims – If at any time there shall be evidence of any lien or claim for which the City might become liable and which is chargeable to the contractor, the City shall have the right to retain out of any payment then due or thereafter to become due, an amount sufficient for complete indemnification against such lien or claim.  If the City has already paid to the contractor all sums due under this contract, or if the balance remaining unpaid is insufficient to protect the City, the contractor and their surety shall be liable to the City for any loss so sustained.

Technical Specifications       TS‐1

TECHNICAL SPECIFICATIONS
DIVISION 1 – GENERAL
Section 01 01 10 General Paragraphs......................................................................01 01 10‐1 DIVISION 2 – SITE CONSTRUCTION
Section 02 22 00 Demolition and Removal..............................................................02 22 00‐1 Section 02 31 00 Earthwork (Except Utilities) .........................................................02 31 00‐1 Section 02 31 50 Earthwork for Utilities..................................................................02 31 50‐1 Section 02 33 50 Subgrade and Roadbed................................................................02 33 50‐1 Section 02 63 00 Storm Drain ..................................................................................02 63 00‐1 Section 02 74 00 Asphalt Concrete Pavement ........................................................02 74 00‐1 Section 02 75 00 Concrete Sidewalks, Curbs, and Gutters .....................................02 75 00‐1 DIVISION 3 – CONCRETE
Section 03 00 00 Concrete Work ‐ General .............................................................03 00 00‐1 Section 03 10 00 Concrete Formwork .....................................................................03 10 00‐1 Section 03 20 00 Reinforcing Steel ..........................................................................03 20 00‐1 Section 03 30 00 Cast‐In‐Place Concrete.................................................................03 30 00‐1

Technical Specifications       01 01 10‐1
DIVISION 1 – GENERAL
Section 01 01 10

GENERAL PARAGRAPHS

1. General
The contractor shall furnish all labor, equipment, materials, and service necessary to construct the work shown on the drawings and in the manner described in these specifications.  All equipment and materials furnished and installed shall be new.

2. Equals
It is the intention of this specification to allow the contractor to offer to supply either the material specified, or a suitable equivalent.  The Engineer will determine whether the material offered as a substitute is equivalent to thatspecified and the contractorshall obtain permission in writing from the Engineer before making substitution.

3. Condemned Materials and Workmanship
Any materials failing to meetspecificationsshall be removed from work at once.  Any employee of the contractor performing his work contrary to the specifications shall be discharged and not re‐employed.  No work will be considered as accepted because the Engineer fails to point out its deficiencies.  The contractor shall correct any imperfect work whenever discovered.

4. Inspection and Testing
Inspections, tests, or approvals by the Engineer or others shall not relieve the contractor from his obligations to perform the work in accordance with the requirements of the contract documents.

The Owner shall pay for initial compaction testing.  The contractor shall pay for all other compaction tests which are in areas which failed the initial compaction test.   The contractor shall also pay the cost incurred by the Engineer for inspecting repairs, inspecting and observing retesting, etc., and inspecting all other work which previously failed to conform to the contract.  These cost will be deducted from monies due or to become due to the contractor, and will be determined from the Engineer’s records.

Payment for repair and all other testing, including all labor, materials, tools, and equipment, of any work to be done by the contractor, shall be included in the cost of the work in place.

The Engineer and his representatives will at all times have access to the work.   In addition, authorized representatives and agents of any participating government agency shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other relevant data and records.   The contractor will provide proper facilities for such access and observation of work and, also, for any inspection, or testing thereof.

If any work is covered contrary to the instructions of the Engineer, it must, if requested by the Engineer, be uncovered for his observation and replaced at the contractor’s expense.

In the event the contractor elects to work on a Saturday, Sunday, or legal holiday, the contractor shall notify the Engineer in advance in order that inspection may be performed.  The contractor shall pay Owner’s expense of providing such special inspection on a Saturday, Sunday, or legal holiday.

If the Contractor elects to work more than 8 hours a day, the Contractor shall pay the Owner for the difference between the normal charge rate for the inspector and the inspector’s overtime charge rate.

Technical Specifications       01 01 10‐2
No work shall be done at night without the prior written approval of the Engineer.

Two working days’ notice shall be given before a test is made, and no test shall be made without the presence of the Engineer or his authorized representative.

5. Time of Completion
The contractor shall plan the work and prosecute the same with such diligence that said work shall commence within 10 days after the Notice to Proceed is received, and it shall be completed within the time period set forth in the Construction Agreement.

6. Permits
The contractor shall obtain at his own expense, all necessary permits and comply with all requirements of the permits at his sole expense.  The contractor shall obtain a City Business License and a City Encroachment Permit.

7. Shop Drawing Submittals
Submittalsshall be made for materials and equipmentso the Engineer can examine the submittalsfor compliance with the plans and specifications.   Each submittal shall be accompanied by a letter or form indicating the following:

1. Submittal No.

2. Date of Submittal.

3. Contractor’s Company Name.

4. Contractor’s Signature (or authorized rep.)

5. Description of Submitted Item.

Submittals may be made within 10 working days of the approval of the contract.  However, submittals shall not be made within 15 working days prior to installation of the item submitted for review.  Contractor shall submit 3 copies of submittals.  Electronic submittals are acceptable where materials samples are not required.

8. Easements
Where the proposed work lies within or near an easement on private property, the Contractor shall take care not to disturb any more property than is necessary and to restore conditions to their original state after completion, including replacement of fences, bushes, pipelines, etc. at his sole expense.

9. Shoring, Sheeting, and Bracing
Attention is directed to Section 5‐1.02A “Trench Excavation Safety Plans,” and 7‐1.01E, “Trench Safety,” of the Standard Specifications and these Special Provisions.   Engineer will not be responsible for approving the Contractor’s detailed plan for worker protection as stated in Section 5‐1.02A.  Safety is the sole responsibility of the Contractor.

10. Cleanliness of Premises
During the progress of the work, the contractor shall keep the premises reasonably clean.  The premises shall be kept and left free of all debris.

11. Materials, Fittings, and Equipment
All materials, fittings, and equipment used in the installation of the work shall be new when installed and in excellent condition when the job is completed.

12. Cleanup
Upon completion of the work and before making application for final inspection of the work, the contractor shall clean all ground occupied by him, in connection with the work, of all rubbish, debris, excess materials, temporary structures, and equipment.  All portions of the work shall be left in a neat and sightly condition.  Nothing in this Technical Specifications       01 01 10‐3
section, however, shall require or permit the contractor to remove warning or directional signs prior to formal acceptance by the Owner.

13. Construction Staking
The Engineer will provide the following construction staking: Locations, line and grade stakes for curb, gutter, sidewalk, driveways, catch basins, storm drain line, and survey monuments will be staked upon request by contractor.

Contractor shall provide a worker to assist the Inspector in checking subgrade and base elevations in the reconstruction area.

14. Record Drawings
The Contractor shall maintain at the job site, two sets of full‐size contract drawings marked to show any deviations which have been made from the contract drawings including buried or concealed construction and utility features which are revealed during the course of construction.  Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the contract drawings.  Upon completion of the work, the marked sets of prints shall be delivered to the Engineer.   Requests for partial payments will not be approved if the marked prints are not kept current, and request for final payment will not be approved until the marked prints are delivered to the Engineer.

15. Order of Work
Contractor shall submit proposed schedule and order of work for project construction to Engineer for review within ten (10) working days of the approval of the contract.

Contractor shall establish communication with property owners affected by construction and shall cooperate with them to minimize disruption of their operations due to construction.

16. Plans
The following drawings, including standard drawings, are referred to in these Specifications and Contracts as the Plans.  Said Plans are attached hereto and are an integral part of the Contract.

Title: (a). Walker Lane Improvements
* * * *
Technical Specifications       02 22 00‐1
DIVISION 2 – SITE CONSTRUCTION
Section 02 22 00

SITE PREPARATION, DEMOLITION AND REMOVAL

PART 1 – GENERAL

1.01 SECTION INCLUDES
A. Preparation of the site for allwork of this Contract including but not limited to clearing, grubbing, demolition, and removals.

B. Implementation of the SWPPP for the project.

1.02 SUBMITTALS
A. Traffic Control Plan
B. Proposed demolition and removal procedures
C. Lead Compliance Plan for yellow paint or yellow thermoplastic striping removal as described in

1.07 below.

1.03 REQUIREMENTS
A. The work includes demolition or removal of all existing pavements in trench or reconstruction areas, and all other materials that must be removed during the construction of the project.  All materials resulting from demolition work shall be removed from the project site.   Remove rubbish and debris from the project daily, unless otherwise directed; do not allow accumulations.

1.04 DUST CONTROL
A. Take appropriate action to check the spread of dust, and to avoid the creation of a nuisance in the surrounding area.  Do not use water if it results in hazardous or objectionable conditions, such asice, flooding, or pollution.  Comply with all dust regulationsimposed by local air pollution agencies.

1.05 PROTECTION
A. Protect existing pavement, etc. that is to remain by shoring, bracing, and supports.  Repair items damaged during performance of the work or replace with new.  Do not overload structural elements.   Provide new supports or reinforcement for existing construction weakened by demolition or removal work.

1.06 EXPLOSIVES
A. Use of explosives will not be permitted.

1.07 HAZARDOUS WASTE
A. Contractor shall comply with Caltrans Standard Specification Section 14‐11.12 for all grindings that include yellow paint and/or yellow thermoplastic striping.

Technical Specifications       02 22 00‐2
PART 2 – PRODUCTS

2.01 MANUFACTURERS
A. As approved.

2.02 MATERIALS
A. As approved.

2.03 MANUFACTURED UNITS
A.   As approved.

PART 3 – EXECUTION

3.01 EXAMINATION
A. Prior to start of Work, meet with Engineer on site to verify and confirm limits of demolition and removals.

B. Notify Engineer of all existing above and below grade features not shown on plans but discovered during site preparation.   Allow City time to survey discovered elements and determine impact on proposed Work.

C. Start of Work shall indicate Contractor’s acceptance of suitability and compatibility of existing conditions with respect to the Work.

3.02 PREPARATION
A. Install all temporary controls.

B. Install security fencing.

C. Implement requirements of the SWPPP.  Monitor performance of BMP’s daily.

D. Erect tree and/or utility pole protection measures.

3.03 EXISTING FACILITIES TO BE REMOVED
A. Remove portland cement concrete and asphaltic concrete paving and slabs in trench and reconstruction areas.

B. Where concrete is to be removed, saw concrete along straight lines to a depth of not less than 2 inches.  Make each cut in wall perpendicular to the face and in alignment with the cut in the opposite face.  The remainder of the concrete shall be broken out, provided that the broken area is concealed in the finished work, and the remaining concrete is sound.  At locations where the broken face cannot be concealed, it shall be ground smooth or the saw cut shall be made entirely through the concrete.

C. Remove tree stumps and roots completely.

3.04 CLEANUP
A. Debris and Rubbish: Remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas.  Clean up spillage from streets and adjacent areas.

B. Regulations:  Comply with Federal, State, and Local hauling and disposal regulations. * * * * *
Technical Specifications       02 31 00‐1

Section 02 31 00
EARTHWORK [Except Utilities]
PART 1 – GENERAL

1.01 SCOPE OF WORK
A. Consists of furnishing all labor, materials, tools, and equipment, excavation, and embankment incidental to construct the subgrade for pavement, curb, gutter, drive approaches, and sidewalk in accordance with the plans.

1.02 WATER SUPPLY
A. Contractor shall provide a water supply as required for accomplishing the work of this section.

PART 2 – PRODUCTS

NOT USED
PART 3 – EXECUTION

3.01 ROADWAY/STREET EXCAVATION
A. Perform roadway/street excavation in accordance with Section 19 of the Standard Specifications.

3.02 EXCAVATION
A. Perform excavation and backfill in accordance with Section 19 of the Standard Specifications.

3.03 EMBARKMENT
A. Construct roadway embankment in accordance with Section 19 of the Standard Specifications.

3.04 COMPACTION
A. Perform compaction in accordance with Section 19 of the Standard Specifications.

3.05 DUST CONTROL
A. Provide dust control in accordance with Section 10 of the Standard Specifications.

3.06 WATERING
A. Watering shall conform to Section 19 of the Standard Specifications.

3.07 DISPOSAL
A. Remove all deleterious and excess materials from the site.

3.08 TESTING
A. Compaction density shall be measured in accordance with ASTM D 2922 and D 3017, latest revision, and shall be taken at locations selected by the Engineer. * * * *
Technical Specifications       02 31 50‐1
Section 02 31 50

EARTHWORK FOR UTILITIES

PART 1 – GENERAL

1.01 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced.  The publications are referred to in the text by the basic designation only.

A. American Society for Testing and Materials (ASTM) Publications:

C 33‐81 Concrete Aggregates
C 136‐81 Sieve Analysis of Fine and Coarse Aggregates
D 1557‐78 Moisture‐Density Relations of Soils and Soil‐Aggregate Mixtures using 10‐lb. (4.5 KG) Rammer and 18‐in. (457‐mm) Drop
D 2487‐69 Classification of Soils for Engineering Purposes (R 1975) D 2922‐78 Density of Soil and Soil‐Aggregate in Place by Nuclear Methods (Shallow Depth) D 3017‐78 Moisture Content of Sail and Soil‐Aggregate in Place by Nuclear Methods (Shallow Depth)

1.02 DESCRIPTION
A. This section covers earthwork requirements for buried piping and conduit systems.

1.03 SUBMITTALS
A. Certified Test Reports:  Submit certified test reports for the following:

1. Sand tested in accordance with ASTM C 136 and ASTM D 2487

1.04 DELIVERY AND STORAGE
A. Deliver and store materials in a manner to prevent contamination or segregation.

PART 2 – PRODUCTS

1.01 NATIVE MATERIAL
A. In general, shall be free of debris (including asphalt), roots, wood, scrap material, vegetable matter, refuse, soft unsound particles, frozen, deleterious, or objectionable materials.

1.02 SELECT NATIVE MATERIAL
A. Shall conform to the generalrequirementsfor native material above and lumps over 2” diameter shall be removed.

1.03 SAND
A. Shall conform to the general requirements for native material above and shall be clean, coarse‐ grained material classified as SP by ASTM D 2487 of which not more than 10 percent by weight shall be finer than the No. 200 sieve.

Technical Specifications       02 31 50‐2

1.04 CRUSHED STONE
A. Shall conform to the general requirements for gravel above and a minimum of 10 percent of the particles shall have at least the fractured face and gradation shall conform to coarse aggregate requirements of ¾‐inch to #4 size in accordance with ASTM C 33.

1.05 BEDDING
A. Shall be select native material.

1.06 BORROW
A. Shall be materials conforming to the requirements above.

PART 3 – EXECUTION

3.01 SURFACE PREPARATION
A. Cutting pavement, Curbs, and Gutters: Make cuts with neat, vertical, parallel, straight lines six inches wider than trench width on each side of trenches and six inches beyond each edge of pits.

3.02 GENERAL EXCAVATION
A. Shall be to the elevations and dimensions indicated or otherwise specified.  Keep excavations free from water while construction is in progress.   Make trench sides as nearly vertical as practicable and safe.  Sides of trenches shall not be sloped from the bottom of the trench up to the elevation of the top of the pipe and conduit.  Excavate hard material to an over‐depth at least 4 inches below the bottom of the pipe, conduit, and appurtenances unless otherwise indicated or specified.  Stabilize soft, weak, or wet excavations by excavating an additional 8‐ inches and placing compacted bedding material.  Use bedding material to refill over‐depths to the proper grade and place in 8‐inch maximum layers.  Grade bottom of trenches accurately to provide uniform bearing and support for each section of pipe, conduit, and structures on undisturbed soil, or bedding material as indicated or specified at every point along its entire length except for portions where it is necessary to excavate for bell holes and for making proper joints.  Dig bell holes and depressions for joints after trench has been graded and dimension as required for properly making the particular type of joint to ensure that the bell does not bear on the bottom of the excavation.  Dimensions as indicated or specified.

B. Excavations shall be back‐filled before leaving work for the night, except for bore pits which are protected in accordance with all applicable safety regulations.

3.03 GENERAL BEDDING
A. Shall be of the materials and depths as indicated or specified.  Ensure that bedding is placed completely under pipe haunches.  Place bedding in 8‐inch maximum loose lifts.  Provide uniform and continuous support for each section of structure except at bell holes or depressions necessary for making proper joints.

B. Refill:  Is defined as material placed in excavation to correct over‐cuts in depth.

3.04 GENERAL BACK‐FILLING
A. Shall be as indicated or specified.  Place in 8‐inch maximum loose lifts to one‐foot above pipe unless otherwise specified.  Bring up evenly on each side, and for the full length, of the structure.

Ensure that no damage is done to structures or protective coatings thereon.   Place the remainder of the back‐fill in 8‐inch maximum loose lifts unless otherwise specified.  Compact each loose lift as specified in Paragraph “General Compaction” before placing the next lift.  Do Technical Specifications       02 31 50‐3
not back‐fill in freezing weather, where the material in the trench is already frozen or is muddy, except as authorized.   Where unacceptable settlements occur in trenches and pits due to improper compaction, excavate to the depth necessary to rectify the problem, then back‐fill and compact the excavation as specified herein and restore the surface to the required elevation.

3.05 GENERAL COMPACTION
A. Use hand‐operated plate type vibratory or other suitable hand tampers in areas not accessible to larger rollers or compactors.  Be careful to avoid damaging pipes and protective pipe coatings.

Compaction shall be in accordance with the following unless otherwise specified.  If necessary, the Contractor’s selected equipment and construction procedure shall be altered, changed, or modified in order to meet the specified compaction requirements.

B. Compaction of Refill: In soft, weak, or wet soils tamp refill to consolidate and densify the material.  In stable soils compact to 90 percent ASTM D 1557, Method D, maximum density.

C. Compaction of Bedding: Compact to 90 percent of ASTM D 1557, Method D, maximum density.

D. Compaction of Back‐fill: Compaction shall be to 90 percent of ASTM D 1557, Method D, maximum density, except as otherwise specified herein.

3.06 SPECIAL EARTHWORK INSTALLATION REQUIREMENTS
A. Manholes and Other Appurtenances: Provide at least 12 inches clear from outer surfaces to the ground.  Remove unstable soil that is incapable of supporting the structure to an over‐depth of one foot and refill with crushed stone to the proper elevation.  Refill over‐depths with crushed stone to the required grade and compact to 95 percent of ASTM D 1557, Method D, maximum density.

B. Roads and Streets(Paved or Unpaved), andwithin 4‐Feet of Pavement or Travel Way: Place back‐ fill in 8‐inch maximum loose lifts.  Compact back‐fill surrounding pipes, ducts, conduits, and other structures as specified herein.  Compact back‐fill to 90 percent of ASTM D 1557, Method D, maximum density except compact the top 24 inches to 95 percent of ASTM D 1557, Method D, maximum density.   Back‐fill in a manner to permit the rolling and compacting of the completed excavation with the adjoining material to provide the specified density so that paving of the area can proceed immediately after back‐filling has been completed.   Compaction requirements for materials in pavement sections above the subgrade level shall be as specified in Section 02640, Asphalt Concrete Pavement.

3.07 FINISH OPERATIONS
A. Grading:  Shall be to finished grades indicated within one tenth of a foot.  Existing grades which are to remain but are disturbed by the Contractor’s operations shall be graded as directed.

B. Disposition of Surplus Material: Surplus or other soil material not required or suitable for filling, back‐filling, or grading shall be removed.

C. Protection of Surfaces: Protect newly graded areas from traffic, erosion, and settlements that may occur.  Repair or re‐establish damaged grades, elevations, or slopes.

D. Pavement Repair: Repair pavement, curbs, and gutters as specified in Section 02640, Asphalt concrete For Vehicular Traffic and Section 03302, Cast‐In‐Place Concrete (Minor Building Construction).  Do not repair pavement until trench or pit has been backfilled and compacted as herein specified.  Provide a temporary road surface over the back‐filled portion until permanent pavement is repaired.   Remove and dispose of temporary road surface material when Technical Specifications       02 31 50‐4
permanent pavement is placed.  As a minimum, one‐way traffic shall be maintained at all times on roads and streets crossed by trenches; roads and streets shall be fully opened to traffic at the end of each day, unless otherwise noted.

3.08 TESTING
A. Compaction density testing shall be measured in accordance with ASTM D 2922 and D 3017 and shall be taken at locations selected by the Engineer.  In order to test the relative density in the critical area immediately around the pipe, the contractor may be required to spot excavate down to the installed pipeline so that proper compaction tests can be obtained.  This will only be required if the inspector feels the pipe and back‐fill was not installed in accordance with the specifications.  After testing, the area shall be compacted as indicated above. * * * *

Technical Specifications       02 33 50‐1

Section 02 33 50

SUBGRADE AND ROADBED
PART ONE ‐GENERAL

1.01 SECTION INCLUDES
A. Subgrade preparation for all paving and surfacing

1.02 RELATED WORK
A. Section 02300 ‐Earthwork

1.03 MEASUREMENT AND PAYMENT
A. No separate payment or compensation shall be made for work of this Section.

B. Full compensation and payment for work of this Section shall be considered as part of and included in payment for each construction item for which the work is executed.

PART TWO ‐ PRODUCTS

2.01 MATERIALS
A. Comply with requirements of Section 02300
PART THREE ‐ EXECUTION

3.01 EXAMINATION
A. Verify established grades are in conformance with requirements.

B. Locate, identify, and protect from damage utilities that remain.

3.02 PREPARATION
A. Adjust utility boxes, risers, lids and other appurtenances as required to meet and match proposed finish surface grades.

3.03 SUBGRADE
A. Comply with recommendations of Geotechnical Engineer and Geotechnical Services Report prepared for this project.

B. Excavate and shape subgrade to line, grade, and cross section.

C. Roll subgrade with an approved roller until the top 12 inches is compacted to 95 percent of maximum density at optimum moisture content as determined by ASTM D 1557 (or as specified in the soils report or otherwise by the geo‐technical engineer).

D. Remove all soft or otherwise unsuitable material and replace with suitable material.

E. Fill holes and depressions to the required grade and cross sections with material from the excavation.

F. The finished subgrade shall be within a tolerance of plus or minus 0.05 of a foot of the grade and cross section shown, shall be smooth and free from irregularities and at the specified density.

G. Extend compaction one foot beyond the edge of paving, curb, or form.

Technical Specifications       02 33 50‐2

3.04 PROTECTION OF SUBGRADE
A. Protect and maintain the prepared subgrade in the finished condition until the first succeeding course is placed.

B. Restore and correct damaged subgrade as specified above. Verify compliance with subgrade requirements.
* * * *
Technical Specifications       02 63 00‐1

Section 02 63 00

STORM DRAIN
PART 1 – GENERAL

1.01 APPLICABLE PUBLICATIONS
A. The following publications of the issues listed below, but referred to hereinafter by basic designation only, form a part of this specification to the extent required by the reference thereto:

B. State of California:

1. State of California, Department of transportation, Standard Specifications for Road Construction, July 1992.

2. American Society for Testing and Materials (ASTM) Publications:

C 33 Concrete Aggregates
C 76 Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe C 94 Ready‐Mixed Concrete
C 150 Portland Cement
C 171‐69 Sheet Materials for Curing Concrete (1986)
C 443 Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets C 478 Precast Reinforced Concrete Manhole Sections
C 494‐86 Chemical Admixtures for Concrete
D 3034   Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings F 477 Elastometric Seals (Gaskets) for Joining Plastic Pipe C. Related Work in Other Sections: The following items of associated work are included in other sections of these specifications:

1. Earthwork:  Section 02202

2. Cast‐in‐Place Concrete:  Section 03302

1.02 QUALITY ASSURANCE
A. Design of Formwork is the Contractor’s responsibility.

B. Testing Services: In place soil compaction teststo be performed by Soils Engineer, at the Owner’s expense.  Retests shall be paid by the Contractor.

1.03 SUBMITTALS
A. Manufacturer’s Literature: Manufacturer’s descriptive literature and recommended method of installation.

B. Certification:  Manufacturer’s certification that products meet specification requirements.

C. Testing Laboratory reports that backfill compaction meets the requirements of this Section.

Technical Specifications       02 63 00‐2

1.04 DELIVERY, STORAGE, AND HANDLING OF MATERIALS
A. Delivery and Storage: Inspect materials delivered to site for damage.  Unload and store with minimum handling.  Store materials on site in enclosures or under protective covering.  Store plastic piping and rubber gaskets under cover out of direct sunlight.  Do not store materials directly on the ground.  Keep inside of pipes and fittings free of dirt and debris.

B. Handling:  Handle pipe, fittings, valves, hydrants, and other accessories in such manner as to ensure delivery to the trench in sound undamaged condition.  Take special care to avoid injury to coatings and linings on pipe and fittings; make satisfactory repairs if coatings or linings are damaged.  Carry pipe to the trench; do not drag it.  Do not leave rubber gaskets and plastic piping that are not to be installed immediately out in the sunlight, but store under cover out of direct sunlight.

PART 2 – PRODUCTS

2.01   PIPING MATERIALS
A. Polyvinyl Chloride (PVC) Plastic Piping:

1. Pipe and Fittings:  Pipe and fittingsshall conform to ASTM D3034 (SDR 26),with endssuitable for elastomeric gasket joints.

2. Joints and Jointing Material: Joints shall conform to ASTM D3212.  Gaskets shall conform to ASTM F477.

B. Reinforced Concrete Storm Drainpipe:

1. Pipe and Fittings: Pipe and fittings shall conform to ASTM C76 with end suitable for rubber gasket joints.

2. Rubber Gasketed Joints: Joints shall conform to ASTM C443.

C. Cast‐in Place Concrete Pipe:

1. Pipe and Materials: Pipe and materials shall conform to Section 63 of The State of California Department of Transportation Standard Specifications (1992 edition).   Class A concrete mixture and single stage construction.

2.02  CONCRETE MATERIALS
A. Precast Concrete Manhole Sections: Precast concrete manhole risers, cones, and grade rings shall conform to ASTM C478.

B. Poured‐in‐place Concrete: Use Concrete conforming to ASTM C94, 1” maximum, having a minimum compressive strength of 2,500 psi at 28 days.

2.03 METAL MATERIALS
A. Frame and cover Pinkerton A‐624 or equal.

PART 3 – EXECUTION

3.01   EARTHWORK
A. Do earthwork in accordance with Section 02202, “Earthwork for Utilities.” Technical Specifications       02 63 00‐3

3.02 PIPE LAYING AND JOINTING
A. Each pipe and fitting will be inspected before and after installation and those found defective will be rejected.  Provide proper facilities for lowering sections of pipe into trenches.  Lay non‐ pressure pipe with bell ends in the upgrade direction.  Adjust spigots in bells to give a uniform space all around.  Blocking or wedging between bells and spigots will not be permitted.  Replace by one of the proper dimensions any pipe or fitting that does not allow sufficient space for proper caulking or installation of joint material.  At the end of each day’s work, close open ends of pipe temporarily with wood blocks or bulkheads.

B. Connections to Existing:  Make connections to existing in an approved manner.  Conduct work so that there is minimum interruption of service on existing line.

3.03 FIELD TESTS AND INSPECTIONS
A. Field Tests and Inspection, General: The Engineer or Inspector will witness all field testsspecified in this section.  The Contractor shall perform all field tests and provide all labor, equipment, and incidentals required for testing.

B. Pipeline Testing: Check each straight run of pipeline for visible deficiencies by holding a light in a manhole; it shall show a practically full circle of light through the pipeline when viewed from the adjoining end of line.
* * * *

Technical Specifications       02 74 00‐1
Section 02 74 00

ASPHALT CONCRETE PAVEMENT
PART ONE – GENERAL

1.01 APPLICABLE PUBLICATIONS
A. The following publications of the issues listed below, but referred to hereinafter by basic designation only, form a part of this specification to the extent required by the references thereto:

B. State of California, Department of Transportation, Standard Specifications for Road Construction, July 1992.

C. American Society for Testing and Materials (ASTM):

D 1557‐78 Test for Moisture‐Density Relations of Soils Using 10‐lb.  Rammer and 18‐inch Drop (Method D).

D 2922‐78 Density of Soil and Soil‐Aggregate in Place by Nuclear Methods (Shallow Depth).

D 3017‐78 Moisture Content of Soil and Soil‐Aggregate in Place by Nuclear Methods(Shallow Depth).

1. Federal Specifications (Fed. Spec.):  FS TT‐P‐ISC Paint, Traffic, Highway, White and Yellow.

1.02 STATE STANDARD SPECIFICATION
A. Whenever this specification is referenced, the following is understood:

B. When the term “commission” or “Department” occurs, it shall mean the Owner.  Whenever the term “Director” or “Executive Officer” occurs, it shall mean the City Manager.

C. Whenever the term “Engineer” occurs, it shall mean the Engineer of this project.

D. Whenever a discrepancy occurs, it shall mean the Engineer of this project.

E. All references to measurement and payment are deleted.

1.03 SUBMITTALS
A. General:   Preparation of mix design, sampling, and testing of materials and equipment for compliance with the specifications shall be made by the Contractor.   The samples shall be properly marked to show the name of the material, name of the supplier, contract number and the segment of the work where the material represented by the sample is to be used.  Sampling and test methods shall be in accordance with procedures of the applicable publications and the State Materials Manual.  If material supplied from a commercial pug mill or mixing plant has been sampled and tested by an independent engineering testing laboratory during the last 6 months from the time of contract award, certified copies of tests specified herein for the material being furnished may be submitted in lieu of the specified conformance tests.  Copies of weigh‐master’s certificates or certified delivery ticketsfor each truck load of materialshall result in the Contractor providing physical evidence (corings, etc.) which clearly show that the material has the proper thickness.

1.04 SUBGRADE
A. Requirements for subgrade are specified in Section 02200, Earthwork.  Prior to construction of base course and asphaltic concrete, clean previously constructed subgrade, or sub‐base of all Technical Specifications       02 74 00‐2
foreign substances.  The surfaces shall be inspected for the specified compaction and trueness to line and grade.

1.05 REQUIREMENTS
A. General:  The aggregate base, tack coat, and bituminous course or overlay and traffic control shall conform to the requirements of the Standard Specifications for Road Construction, State of California Department of Transportation, current edition.

PART TWO – PRODUCTS

1.01 MATERIALS
A. Aggregates:   The grading and proportioning of aggregates shall be such that the combined mineral aggregate conforms to the specified requirements.

1. Aggregates for base course shall conform to Section 26 of the Standard Specifications, Class 2 for ¾‐inch maximum gradation.

2. Aggregatesfor asphaltic concrete shall conform to Section 39 of the Standard Specifications, Type B for individual test result conforming to ½‐inch maximum size gradation, medium.

B. Asphaltic Materials:

1. Asphaltic Emulsion, (RS‐1), shall conform to Section 94 of the Standard Specifications.

2. Striping:  Traffic striping shall be thermoplastic and shall conform to section 84.2 of the standard specs.

PART THREE – CONSTRUCTION

3.01   CONSTRUCTION
A. Base Course:

1. Aggregate base shall be place in accordancewith requirements of Section 26 of the Standard Specifications and to the thickness shown.  The materials shall be graded and compacted in maximum 4‐inch layers to at least 95 percent of maximum density (ASTM D 1557).

2. Maintenance:  The base course shall be maintained until the asphaltic pavement is in place.

Maintenance shall include drainage, rolling,shaping, and water as necessary to maintain the course in proper condition.  Sufficient moisture shall be maintained at the surface to prevent a dusty condition by light sprinkling with water.  Areas of completed base course that are damaged by freezing shall be conditioned, reshaped and re‐compacted in accordance with the requirements of this specification, without additional cost to the Owner.

B. Paint Binder:   Asphaltic emulsion shall be applied to the existing pavement surface, in accordance with Section 39 of the Standard Specifications to the exposed edges and surfaces of the existing pavement and concrete against which asphaltic concrete is to be placed.  Existing surfaces shall be clean of dirt, grease, etc.  which would prevent bond of new pavement to existing.

C. Saw‐cutting of Asphalt Pavement:  Use saw capable of cutting a minimum of 1‐1/2 inches in depth.  Mark cut lined precisely with chalkline.  On trenches saw‐cut must be a minimum of 12 inches wider (6 inches each side) than trench width.  Saw along line to provide a neat, uniform straight cut.  Re‐cut at Contractor’s expense all edges that become broken or damaged.

D. Asphalt Concrete:

Technical Specifications       02 74 00‐3

1. All materials shall be furnished by the Contractor.  The bituminous concrete shall consist of mineral aggregate, uniformly mixed with bituminous material in a central plant in accordance with Section 39 of the Standard Specifications.   The mixing plant and construction equipment shall conform to the requirements of Section 39.

2. Placing:  Bituminous mixtures shall be delivered to the roadbed at temperatures specified in the Standard Specifications.  Spreading of the mixture shall be in accordance with Section 39 of the Standard Specifications.  All loads shall be covered with tarpaulin or other material during transportation, if needed to preserve heat.

3. Compaction:  Initial or breakdown rolling and the final rolling of the uppermost layer of the asphalt concrete shall be compacted in accordance with Section 39 of the Standard Specification Compaction by vehicular traffic shall not be permitted.

4. Joining Pavement:  the joints between old and new pavements or between successive days’ work shall be carefully made in such a manner as to insure a continuous bond between old and new sections of the course.  Edges of existing pavement shall be exposed and cleaned, and edges cut to straight, vertical surfaces.  All joints shall be painted with a uniform coat of tack coat before the fresh mixture is placed.

5. Protection of Pavement:  After final rolling, no vehicular traffic of any kind shall be permitted on the pavement until it has cooled and hardened.

3.01 STRIPING
A. Replace existing striping with thermoplastic in accordance with section 84.2 of the standard specifications.

B. Cleaning:   Sweep surface to remove loose material, contaminants, and dirt.   Do not begin marking pavement until it is acceptable to Engineer.

C. Apply thermoplastic with mechanical equipment equipped with guide painter and metering device adequate to determine quantity of thermoplastic being applied.  Apply at uniform rate of

0.20 16/ft of 4” wide stripe for extended thermoplastic and 0.13 16/ft of 4” wide stripe for sprayable thermoplastic.  Provide uniform straight edges.  Use approved stencils for arrows, letters, and other symbols.  Color shall be same as existing.

3.03 INSPECTION OF PLANT AND EQUIPMENT
A. The Engineer shall have access at all times to all parts of the batch plant for checking the adequacy of the equipment in use, inspecting the operation of the plant, verifying weight, proportions, and character of materials and checking temperatures being maintained in the preparation of the mixtures.

3.04 TESTING
A. Compaction density testing shall be measured in accordance with ASTM D 2922 and    D 3017 and shall be taken at locations selected by Engineer.
* * * *
Technical Specifications       02 75 00‐1
Section 02 75 00

CONCRETE SIDEWALK, CURBS, AND GUTTERS
PART ONE ‐ GENERAL

1.01 SECTION INCLUDES
A. Concrete paving, curbs, and mow strips.

B. Thickened edge.

1.02 RELATED SECTIONS
A. Section 01400 ‐ Quality Requirements, field samples.

B. Section 02300 ‐ Earthwork, preparation of site for paving.

C. Section 02335 ‐ Subgrade and Roadbed, subgrade, and base preparation.

D. Section 03100 ‐ Concrete Forms and Accessories.

E. Section 03200 ‐ Concrete Reinforcement.

1.03 PRICE AND PAYMENT PROCEDURES
A. Payment of the various Construction Items described in the Schedule of Values shall be considered full compensation for work of this Section.

B. Paving shall be measured edge to edge.  Thickened edges or thickened slab sections shall be considered as incidental to paving bid items except that turn down slab edges shall be in addition to the edge‐to‐edge measurement.

C. Payment for thickened edges shall include all work in addition to slab of which the turn down edge is a part.

1.04 REFERENCES
A. ACI 211.1 ‐ Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002).

B. ACI 301 ‐ Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2005.

C. ACI 302.1R‐4 ‐ Guide for Concrete Floor and Slab Construction.

D. ACI 304R ‐ Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000.

E. ACI 305R ‐ Hot Weather Concreting; American Concrete Institute International; 1999.

F. ACI 306R ‐ Cold Weather Concreting; American Concrete Institute International; 1988 (Reapproved 2002).

G. ASTM A 615/A 615M ‐ Standard Specification for Deformed and Plain Billet‐Steel Bars for Concrete Reinforcement; 2009b.

H. ASTM C 33 ‐ Standard Specification for Concrete Aggregates; 2008.

I. ASTM C 39/C 39M ‐ Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2009a.

Technical Specifications       02 75 00‐2
J. ASTM C 94/C 94M ‐ Standard Specification for Ready‐Mixed Concrete; 2009a.

K. ASTM C 150 ‐ Standard Specification for Portland Cement; 2007.

L. ASTM C 260 ‐ Standard Specification for Air‐Entraining Admixtures for Concrete; 2006.

M. ASTM C 309 ‐ Standard Specification for Liquid Membrane‐Forming Compounds for Curing Concrete; 2007.

N. ASTM C 494/C 494M ‐ Standard Specification for Chemical Admixtures for Concrete; 2008a.

O. ASTM C 618 ‐ Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2008a.

P. ASTM D 1751 ‐ Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (nonextruding and Resilient Bituminous Types); 2004 (Reapproved 2008).

1.05 SUBMITTALS
A. See Section 01300 ‐ Administrative Requirements.

B. Product Data:  Provide data on joint filler, admixtures, curing compound, and accessories.

C. Design Data:  Indicate pavement thickness, designed concrete strength, reinforcement, and typical details. Allow 10 days for review by Owner's testing service.

D. Certificate of Compliance:  Submit certification by the materials and mix producers indicating that the materials and mixes are in compliance with these specifications.  Certification shall be signed by the material and mix producers.

E. Batch Tickets:  Conform to ASTM C94.

F. Placement Record.

1.06 QUALITY ASSURANCE
A. Owner may employ the services of independent inspection and testing agencies for inspections and tests required for work of this Section.  Contractor shall comply with requirements of the agencies during execution of the work.

B. Perform work in accordance with ACI 301.

C. Comply with City and Caltrans standard specifications as applicable.

D. Acquire cement and aggregate from same source for all work.

E. Installer Qualifications: Company specializing in performing the work of this section with minimum 10 years related experience and demonstrative experience on at least 5 successful projects of a similar scope to this project. Submit applicators/contractors resume of successful projects utilizing specified concrete color system.

PART TWO ‐ PRODUCTS

2.01 PAVING ASSEMBLIES
A. Comply with applicable requirements of ACI 301.

B. Conform to City Standards.

Technical Specifications       02 75 00‐3

2.02 FORM MATERIALS
A. Form Materials:  Conform to ACI 301.

B. Joint Filler:  Preformed; non‐extruding bituminous type (ASTM D 1751).

1. Thickness:  1/2 inch.

2.03 REINFORCEMENT
A. Reinforcing Steel:  ASTM A 615/A 615M Grade 40 (280); deformed billet steel bars; unfinished finish.

B. Dowels:  ASTM A 615/A 615M Grade 40 (280); deformed billet steel bars; unfinished finish.

2.04 CONCRETE MATERIALS
A. Obtain cementitious materials from same source throughout.

B. Cement:  ASTM C 150 Normal ‐ Type I portland type, grey color.

C. Fine and Coarse Mix Aggregates:  ASTM C 33.

D. Fly Ash:  ASTM C 618, Class C or F.

E. Water:  Clean, and not detrimental to concrete.

F. Air Entrainment Admixture:  ASTM C 260.

G. Chemical Admixtures:  ASTM C 494/C 494M, Type A ‐ Water Reducing, Type C ‐ Accelerating, and Type G ‐ Water Reducing, High Range and Retarding.

2.05 ACCESSORIES
A. Curing Compound:  ASTM C 309, Type 1, Class A.

1. Acceptable Products:
a. 1100‐Clear, by WR Meadows, Inc, www.wrmeadows.com, or equal.

B. Joint Sealant:  Sonolastic Paving Joint Sealant by Sonneborn or approved equal conforming to ASTM C920.

1. Horizontal Conditions: Sonolastic SL1.

2. Color: Provide manufacturer's full range of available colors to Landscape Architect for selection.

C. Dowel Alignment:

1. Speed Dowel system by Greenstreak. Size per plans.

2. Diamond Dowl System by PNA, Plate size and spacing per ACI 302.1R‐04.

2.06 CONCRETE MIX DESIGN
A. Admixtures:  Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer.

B. Concrete Properties:

1. Conform to City standards.

Technical Specifications       02 75 00‐4

2. Compressive Strength, when tested in accordance with ASTM C 39/C 39M at 28 days:  As scheduled.

3. Maximum Slump:  3 inches.

4. Maximum Aggregate Size:  3/4 inch.

2.07 MIXING
A. Transit Mixers:  Comply with ASTM C 94/C 94M.

2.08  SOURCE QUALITY CONTROL
A. Submit proposed mix design of each class of concrete to Landscape Architect for review prior to commencement of work.

B. Tests on cement and aggregates will be performed to ensure conformance with specified requirements.

C. Test samples in accordance with ACI 301.

PART THREE ‐ EXECUTION

3.01 EXAMINATION
A. Verify compacted subgrade is acceptable and ready to support paving and imposed loads.

B. Verify gradients and elevations of base are correct.

C. Start of Work of this Section will indicate Contractor's acceptance of existing conditions.

3.02 SUBBASE
A. See Section 02335 for construction of base course for work of this Section.

3.03 PREPARATION
A. Moisten base to minimize absorption of water from fresh concrete.

B. Adjust utility boxes, risers, lids, and other appurtenances as required to meet and match proposed surface finish grade.

3.04 FORMING
A. Place and secure forms to correct location, dimension, profile, and gradient.

B. Form curves at constant, true radius. Straight steel forms shall not be used to form curves.

C. Allow time for adequate review by Landscape Architect or Designated Representative prior to scheduling pour and placement of concrete. Accommodate these reviews into the project schedule.

D. Construct formwork to extend from the surface design elevation to the full depth of the paving cross section. Do not allow forms to extend above design elevations.

E. Place dowel system according to manufacturer's recommendations.

3.05 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.

Technical Specifications       02 75 00‐5
B. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement.

C. Place concrete continuously over the full width of the panel and between predetermined construction joints.  Do not break or interrupt successive pours such that cold joints occur.

3.06 JOINTS
A. General:

1. Accurately construct joints to the design lines indicated on the Drawings.

2. Align curb, gutter, and sidewalk joints.

3. Joints at walkway intersection shall be laid out as directed in the field.  Mark joint locations on forms for review prior to placement of concrete.  Adjust as directed.

4. Joints along walkways between intersections shall be located at equal intervals at a distance approximately equal to the width of the walk.

B. Isolation Joints:

1. Place isolation joints as indicated on Drawings.

2. Place joint filler vertical in position, in true to design lines.  Secure to formwork during concrete placement to resist movement by wet concrete.

3. Place joint filler between paving components.  Recess top of filler 1/4‐ inch or to bottom of tooled radius.

C. Control Joints:

1. Construct as indicated on the Drawings.

2. Control joints shall be tooled with a standard tool.  Tool shall leave rounded edges and shall completely separate aggregate the full depth of the joint.

D. Cold Joints:

1. Construct as indicated on the Drawings.

2. Plan execution of work so that cold joints occur at predetermined joint locations as shown on drawings and as required.

3.07 FINISHING
A. Vehicular Paving:  Light broom, texture perpendicular to pavement direction.

B. Sidewalk Paving:  Light broom, texture perpendicular to direction of travel with troweled and radiused edge 1/2‐inch radius.

C. Place curing compound on exposed concrete surfaces immediately after finishing.  Apply in accordance with manufacturer's instructions.

3.08 TOLERANCES
A. Maximum Variation of Surface Flatness:  1/4 inch in 10 ft.

B. Maximum Variation From True Position:  1/4 inch.

Technical Specifications       02 75 00‐6

3.09 FIELD QUALITY CONTROL
A. All testing to conform to City standards.

B. Observations: Notify Landscape Architect at the following points during the progress of the Work.

No subsequent Work shall be executed until Landscape Architect has had the opportunity to observe the condition and status of the Work.

1. When field samples are ready for review.

2. Forms: When forms, base material, and embedded items are in place.

C. Testing:

D. Appointed testing agency will take cylinders and perform slump and air entrainment tests in accordance with ACI 301.

E. Three concrete test cylinders will be taken for every 100 or less cubic yards of each class of concrete placed each day.

F. One additional test cylinder will be taken during cold weather and cured on site under same conditions as concrete it represents.

G. One slump test will be taken for each load of concrete upon delivery. Perform air entrainment test with each slump test.

H. Contractor shall maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken.

3.10 PROTECTION
A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury.

3.11 CLEANING
A. Clean concrete of efflorescence in accordance with manufacturer's instructions.

B. Ensure concrete has sufficiently cured before cleaning.

C. Use concrete cleaner approved by pigment manufacturer and Landscape Architect. Do not use cleaners containing acid.

D. Apply cleaner in accordance with cleaner manufacturer’s instructions. * * * *

Technical Specifications       03 00 00‐1
DIVISION 3 – CONCRETE
Section 03 00 00
CONCRETE WORK ‐ GENERAL
PART ONE ‐ GENERAL

1.01 APPLICABLE SECTION
A. Submit Shop Drawings, Product Data, Mill Certificates and Samples required by other portions of Contract Documents. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.02 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, and installing concrete work as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. All formwork, including any special forms necessary to produce architectural details and/or to accommodate the work of others and removal of forms.

2. All concrete reinforcement, placement, bending and forming thereof.

3. All concrete and cement finishing; all surface treatment and curing, including non‐slip finishes and color work.

4. Installation of all reglets, bolts, anchors, cans, sleeves, column anchor bolts, etc., whether furnished under this section or by others (except cans and sleeves required under the Electrical and Mechanical Divisions).

5. The furnishing of all items required to be or shown on the drawings as embedded in concrete, which are not specifically required under other sections.

6. Setting headers and screeds. Curing and protecting concrete.

7. Grouting of column bases.

8. Inserts, sleeves, cans, etc. required under the Electrical and Mechanical Divisions.

9. Routing out cracks and saw‐cutting control joints as required by waterproofing.

1.03 MEASUREMENT AND PAYMENT
A. No separate compensation or payment shall be made for work of this Section.

B. Full compensation for work of this Section shall be considered as part of and included in payment for each Construction Item for which the work is executed.

PART TWO ‐ PRODUCTS – SEE OTHER PORTIONS OF SPECIFICATIONS PART THREE ‐ EXECUTION

3.01 DEFECTIVE WORK
Technical Specifications       03 00 00‐2
A. General: Work considered to be defective may be ordered by the Landscape Architect to be replaced in which case the Contractor shall remove the defective work at his expense. Work considered to be defective shall include, but not be limited to, the following:

1. Reinforcing:
a. Kinks and bends therein which are not scheduled or indicated on the drawings; reinforcing improperly placed, or previously heated, or excessively cold worked reinforcing.

2. Concrete:
a. Concrete in which defective or inadequate reinforcing steel has been placed. b. Concrete incorrectly formed or not conforming to details and dimensions on the drawings or with the intent of these documents, or concrete the surfaces of which are out of plumb or level.
c. Concrete below specified strength.
d. Concrete not meeting the maximum allowable drying shrinkage requirements. e. Concrete containing wood, cloth, or other foreign matter, rock pockets, voids, honeycombs, cracks or cold joints not scheduled or indicated on the drawings.

3.02 CORRECTION OF DEFECTIVE WORK
A. The Contractor shall, at his expense, make all such corrections and alleviation measures as directed by the Engineer.

B. Concrete work containing rock pockets, voids, honeycombs, cracks or cold joints not scheduled or indicated on the drawings, shall be chipped out until all unconsolidated material is removed.

C. Secure approval of chipped‐out areas before patching. Patch per ACI 301‐89. *  *  *  *

Technical Specifications       03 10 00‐1
Section 03 10 00

CONCRETE FORMWORK
PART ONE ‐ GENERAL

1.01 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.02 SECTION INCLUDES
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, installing, and removing form work as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Design of Formwork, Shoring and Falsework

2. Construction and removal of all forms.

3. Installation of items furnished under other sections but indicated therein to be installed under this section.

4. Accuracy of installation is responsibility of section furnishing item.

1.03 RELATED SECTIONS
A. Section 03200 – Reinforcing Steel
B. Section 03300 – Cast‐in‐Place concrete

1.04 MEASUREMENT AND PAYMENT
A. No separate compensation or payment shall be made for work of this Section.

B. Full compensation for work of this Section shall be considered as part of and included in payment for each Construction Item for which the work is executed.

1.05 REFERENCES
A. The following is a list of Reference Standards referred to in this portion of the Specification:

1. W.C.L.I.B.; "Standard Grading and Dressing Rules No. 17"

2. American Concrete Institute Standard ACI 347 "Guide to Formwork for Concrete" and ACI 318 "Building Code Requirements for Reinforced Concrete", Latest edition.

3. Uniform Building Code, current governing edition.

4. American Plywood Association, "U.S. Product Standard PS1‐95"

1.06 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State and Local Codes and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified.

Technical Specifications       03 10 00‐2

1. Uniform Building Code, current governing edition.

2. ACI‐347 "Guide to Formwork for Concrete", current edition.

3. State of California Department of Transportation Standard Specifications, current governing edition.

B. Qualifications: Design and detailing of formwork shall be by a person experienced in the design of formwork and familiar with the principles of engineering mechanics. Design and detailing of formwork over 12' in height, shoring, and falsework shall be prepared by a registered Civil/Structural Engineer of the State of California.

1.07 SUBMITTALS
A. General Requirements

1. Submittals shall be made to Landscape Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, and fabrication or ordering of materials for formwork shall not begin until Contractor has received submittals reviewed by Landscape Architect governing all aspects of the intended work as required in these specifications.

B. Shop Drawings:

1. Formwork: Submit shop drawings for fabrication and erection of forms for portions of the concrete surfaces, as indicated below:
a. Formwork over 12' in height
b. Show general construction of forms including size of members, bracing, jointing, special form joint or reveals, location and pattern of form tie placement, and other items that affect the structural integrity of formwork or exposed concrete visually. Formwork over 12' in height shall be designed, detailed, and stamped by a registered Civil/Structural Engineer of the State of California.

2. Falsework and Shoring Shop Drawings: The Contractor shall submit shop drawings and calculations of any required falsework or shoring. Shop drawings and calculations shall be prepared, stamped, and signed by a registered Civil/Structural Engineer of the State of California. Shop drawings and calculations shall be prepared in accordance with the requirements of the State of California Department of Transportation Standard Specifications, Section 51‐1.06A, “Falsework Design and Drawings.”

1.08 SEQUENCE AND SCHEDULING
A. The Contractor shall obtain information and instructions from other trades and suppliers in ample time to schedule and coordinate the installation of items furnished by them to be embedded in concrete.

PART TWO ‐ PRODUCTS

2.01 FORMS
A. Plywood shall be 5/8" Exterior "B.B." Plyform Class I. Each sheet shall be grade stamped with an APA stamp.

B. Sheathing shall be Douglas Fir "Standard" grade per Grading Rules #17, W.C.L.I.B., Paragraph 118‐c. 1x6 shiplap S4S.

Technical Specifications       03 10 00‐3
C. Hardboard shall be 1/8" tempered.

2.02 SPREADERS
A. Spreaders shall be of metal type that will give positive tying and accurate spreading.

2.03 STUDS, WALES AND SHORING
A. Studs, wales, and shoring shall be Douglas Fir "Construction" grade per Grading Rules #17, B. W.C.L.I.B. Paragraph 122‐b or "No. 2" grade, Paragraph 123‐c.

2.04 MANUFACTURED ASSEMBLIES
A. Manufactured assemblies may be used as forms provided that maximum loadings and deflections used on jacks, brackets, columns, joists, and other manufacturer devices does not exceed the manufacturer's recommendations.

PART THREE ‐ EXECUTION

3.01 GENERAL
A. Furnish and install all forms, clamps, accessories, etc., required for all poured‐in‐place concrete below grade and unexposed portions above grade. Where sides of excavations have been cut neat and accurate to size for pouring of concrete directly against the excavation, forms for footings will not be required.

B. Furnish and install all forms, clamps, sealer, accessories, etc., required for all poured‐in‐place concrete above grade that will be exposed.

C. Provide crack control and keyed cold joint forms.

3.02 DESIGN AND CONSTRUCTION OF FORMWORK
A. Forms shall be constructed of sound material, of the correct shape and dimension, mortar tight, and of sufficient strength, and so braced and tied together that the movement of equipment, men, materials, or placing and vibrating the concrete will not throw them out of line or position.

Construct so that they may be easily removed without damage to the concrete. Any movement or bellying of forms during construction shall be considered just cause for their removal and, in addition, the concrete work so affected. All formed joints on concrete surfaces to be exposed shall be taped and shall align so joints will not be apparent on the concrete surfaces. All dirt, chips, sawdust, and other foreign matter shall be completely removed before concrete is placed.

B. Before concrete is placed in forms, all inside surfaces of the forms shall be thoroughly coated with an approved form sealer. The form sealer shall be of high penetrating quality leaving no film on the surface of the forms that can be absorbed by the concrete.

C. Form supports shall be placed on adequate foundations and have sufficient strength and bracing to prevent settlement or distortion from the weight of the concrete or other cause. Support shall rest on double wedged shim, or other approved means, so that the forms will be maintained at the proper grade.

D. Form Ties: Bolts, rods, or other approved devices shall be used for internal form ties and shall be of sufficient quantities to prevent spreading of the forms. The ties shall be placed at least 1 inch away from the finished surface of the concrete. The use of ties consisting of twisted wire loop will not be permitted. Bolts and rods that are to be completely withdrawn shall be coated with grease.

Technical Specifications       03 10 00‐4

3.03 PLUMBING, LEVELING, REPAIRING AND MAINTAINING FORMS A. Before concrete is placed in any form, the horizontal and vertical position of the form shall be carefully verified, and all inaccuracies corrected. All wedging and bracing shall be completed in advance of placing of concrete.

B. Boards or other form materials that have been damaged or checked or warped prior to placing of concrete shall be removed from the forms and replaced with approved materials or otherwise corrected to the satisfaction of the engineer.

C. Assign a sufficient number of men to keep watch on and maintain the forms during placing of concrete. Satisfactorily remedy any displacement or looseness of forms or reinforcement before placing of concrete. No form shall be moved or altered except as may be specifically directed.

D. Wall forms shall be set to account for movement of post‐tensioned slabs that will occur due to long term shortening of slabs. The Engineer will establish the offsets at each level after the Contractor has submitted a detailed pour schedule.

3.04 FIELD QUALITY CONTROL
A. The Contractor shall hire the Engineer responsible for the design of formwork over 12' in height, falsework or shoring to inspect the work as detailed on the reviewed shop drawings.

B. The Engineer responsible for design of formwork over 12' in height, falsework or shoring shall write a letter to the Landscape Architect certifying construction is in accordance with the reviewed shop drawings and meets his/her approval prior to the Contractor placing any concrete.

C. The Contractor shall verify accuracy of items, furnished under other sections of these specifications, and installed under this section.

3.05 REMOVAL OF FORMWORK, FALSEWORK, AND SHORING
A. Formwork, falsework, and shoring shall not be removed until the concrete members have acquired sufficient strength to support their weight and the loads to be superimposed thereon safely.

B. Vertical forms shall remain on columns, walls, pilasters, etc., for at least seven (7) days, and formwork over 12' in height shall not be removed until the Engineer responsible for design of the formwork has approved removal.

C. Shoring and falsework under beams, girders, slabs, etc. shall remain in place for at least 14 days and until the Engineer responsible for design of shoring and falsework has approved removal.

D. The Contractor shall request to have field cured compression test specimens taken for any concrete where it is planned to remove formwork, falsework, or shoring sooner than indicated above.

E. In removing plywood forms, no metal pinch bars shall be used and special care to be taken in stripping. Start at top edge or vertical corner where it is possible to insert wooden wedges.

Wedging shall be done gradually and shall be accompanied by light tapping of the plywood panels to crack them loose. Do not remove forms with a single jerk after it has been started at one end.

Technical Specifications       03 10 00‐5
F. Forms shall be left in place as long as possible to permit shrinkage away from concrete and plywood forms shall be left in place until all other forms around are stripped and until there is no danger of damaging the architectural concrete due to other work in the vicinity.

G. Nothing herein shall be construed as relieving the Contractor of any responsibility of the safety of the structure.

H. After stripping, properly protect all concrete to be exposed in the finish work from damage with boards and building paper to prevent staining, spoiled edges, chips, etc.

I. Whenever the formwork is removed during the curing period, the exposed concrete shall be cured by one of the methods specified in Section 03300.

3.06 CLEANING
A. Clean up shall be per special conditions. Failure to perform clean up within 24 hours notice by the Landscape Architect shall be considered adequate grounds for having the work done by others at the Contractor's expense.
*  *  *  *

Technical Specifications       03 20 00‐1
Section 03 20 00

REINFORCING STEEL
PART ONE ‐ GENERAL

1.01 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.02 SECTION INCLUDES
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing and installing all reinforcing bars, ties, spacing devices, inserts, and all other material required to complete installation, as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom.

B. Work Included:

1. Fabricating and installing all reinforcing steel for cast in place concrete and unit masonry.

2. Fabrication and installing all reinforcing steel for shotcrete.

3. Fabrication of reinforcing steel dowels to be embedded in existing concrete and existing masonry.

4. Fabrication and installing all reinforcing steel for tilt‐up precast concrete.

1.03 RELATED SECTIONS
A. Section 03100 – Concrete Formwork
B. Section 03300 – Cast‐in‐Place Concrete
C. Section 04200 – Concrete Unit Masonry

1.04 MEASUREMENT AND PAYMENT
A. No separate compensation or payment shall be made for work of this Section.

B. Full compensation for work of this Section shall be considered as part of and included in payment for each Construction Item for which the work is executed.

1.05 REFERENCES
A. The following is a list of Reference Standards referred to in this portion of the specifications:

1. ASTM A82, "Specification for Cold‐Drawn Steel Wire for Concrete Reinforcement".

2. ASTM A185, "Specification for Welded Steel Wire Fabric for Concrete Reinforcement".

3. ASTM A615, "Specification for Deformed and Plain Billet‐Steel Bars for Concrete Reinforcement".

4. ASTM A706, "Specification for Low Alloy Steel Deformed Bars for Concrete Reinforcement".

Technical Specifications       03 20 00‐2

1.06 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to Landscape Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, fabrication, or ordering of materials shall not begin until Contractor has received submittals reviewed by Landscape Architect governing all aspects of the intended work.

B. Shop Drawings: Shop Drawings shall be submitted that show diagrammatic elevations of all walls, footings, columns, beams, slabs, etc., at a scale sufficiently large to show clearly the positions and erection marks of reinforcing bars, their dowels, and splices. Shop drawings shall also show details for congested areas and connections. Shop Drawings used in field must be reviewed copies.

C. Product Data: Manufacturer's catalog sheets including instructions for use and description of application shall be provided on each of the following items intended for use on project:

1. Mechanical anchorage devices for butt splices.

D. Mill Certificates:

1. The Contractor shall provide Mill Certificates for each size of bar for each heat to be used on project.

2. Mill Certificates shall include name of mill, date of rolling, date of shipping to fabricator and shall be signed by fabricator certifying that each material complies with or exceeds the specified requirements. A Mill Certificate shall be furnished with each lot of material delivered to the project and the lot shall be clearly identified in the Certificate.

3. When Mill Certificates cannot be provided, the Contractor shall hire a professional testing laboratory to verify compliance and provide laboratory test reports. The Contractor shall pay for the cost of testing.

E. Laboratory Test Reports:

1. Laboratory test reports shall show the name of testing agency; date of testing, types of tests performed and shall be signed by a principal of the testing agency who is a registered Civil Engineer in the State of California.

2. When required by other portions of these specifications, laboratory test reports shall be submitted for each size of bar tested for each heat to show compliance with appropriate ASTM Standards and these specifications.

1.07 QUALITY ASSURANCE
A. Codes and Standards: Comply with all applicable Federal, State and Local Code and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. ACI 315, "Details and Detailing of Concrete Reinforcement", latest edition.

2. ACI 318, "Building Code Requirements of Reinforced Concrete", latest edition.

3. AWS D1.4, "Structural Welding Code‐Reinforcing Steel", latest edition.

Technical Specifications       03 20 00‐3
B. Mill Certificates: The Contractor shall provide Mill Certificates for reinforcing steel in accordance with the requirements of Part 1.05, "Submittals" of this specification section.

When Mill Certificates cannot be provided, laboratory test reports shall be provided in accordance with the requirements of Part 1.05, "Submittals" of this specification section.

C. Sampling, Testing, and Inspection:

1. General
a. All materials and work shall be subject to inspection at the mill, the fabrication shop, and at the building site. Material or workmanship not complying fully with the drawings, and/or specifications will be rejected.
b. If the City's agent, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. City: The City shall employ an independent testing laboratory or the Engineer as the City's agent to perform the sampling, testing and inspections shown on the contract drawings, and submit certified test results.

3. Contractor:
a. The Contractor shall cooperate with and notify City's agent at least 24 hours in advance of inspections required and shall provide samples, test pieces, and facilities for inspection without extra charge.
b. The Contractor shall identify each lot of fabricated reinforcing steel to be shipped to the site by assigning an individual lot number that identifies steel by heat number and shall be tagged in such a manner that each such lot can be accurately identified at the job site.
c. The Contractor shall remove all unidentified reinforcing steel, anchorage assemblies and bar couplers received at the site.

1.08 STORAGE OF MATERIALS
A. Store reinforcement during fabrication and at site to avoid excessive rusting or coating with grease, oil, dirt, or other objectionable materials.

1.09 SEQUENCE AND SCHEDULING
A. Coordinate work with all trades so as not to interfere with the work of other trades. Bring interferences between trades to Landscape Architect's attention and resolve before any concrete is placed.

PART TWO ‐ PRODUCTS

2.01 REINFORCING BARS
A. Bars for reinforcement listed below shall conform to the requirements of ASTM A706, Grade 60 including Supplement S1, except as allowed in CBC Section 1921.2.5.2.

1. Chord Bars

2. Vertical Bars, Columns

3. Vertical Bars, Pilasters
Technical Specifications       03 20 00‐4

4. Vertical and Horizontal Bars in Shear Walls, except Ties

5. All Reinforcing Bars to be Welded
B. Bars for reinforcement not noted above shall be deformed, intermediate grade steel conforming to the requirements of ASTM A615, Grade 60 including Supplement S1.

2.02 WIRE
A. All wire for concrete reinforcement shall conform to "Specifications for Cold‐Drawn Steel Wire for Concrete Reinforcement," ASTM A82.

2.03 MESH
A. All wire fabric mesh shall conform to "Specifications for Wire Fabric for Concrete Reinforcement," ASTM A185.

2.04 WELDING ELECTRODES
A. Welding electrodes shall be per Table 5‐1 of AWS D1.4.

2.05 MECHANICAL COUPLING DEVICES
A. Mechanical coupling devices shall develop 125 percent of the minimum yield strength of the bars spliced.

2.06 OTHER MATERIALS
A. All other materials not specifically described by these specifications but required for complete and proper placement of reinforcement shall be new, first quality of their respective kinds, and subject to the approval of the Landscape Architect.

PART THREE ‐ EXECUTION

3.01 EXISTING CONDITIONS
A. Prior to all work of the section, carefully inspect the installed work of other trades and verify that all work is sufficiently complete to permit the start of work under this section and that the completed work of this section will be in complete accordance with the original design and the reviewed shop drawings. In the event of discrepancy, immediately notify the Landscape Architect/Engineer in writing.

B. In the event conduits, pipes, inserts, sleeves, or any other items interfere with placing the reinforcement as indicated on the drawings or approved shop drawings, or as otherwise required, immediately notify the Landscape Architect/Engineer and obtain approval on procedure before placement of reinforcement is started.

3.02 BENDING
A. Bends for reinforcing steel shall be made in accordance with ACI 318 latest edition. Bend all bars cold. Do not field bend reinforcing steel in a manner that will injure material, cause the bars to be bent on too tight a radius, or that is not indicated as allowed on drawings or permitted by Engineer. Do not straighten bent or kinked bars for use on project without permission of Engineer. Replace bars with kinks or bends not shown on the drawings.

3.03 PLACING
A. All reinforcement shall be placed in strict conformity with the requirements of the engineering drawings, both as to location, position and spacing of members. It shall be supported and Technical Specifications       03 20 00‐5
secured against displacement by the use of adequate and proper wire supporting and spacing devices, tie wires, etc. so that it will remain in its proper position in the finished structure.

B. Preserve clear space between parallel bars of not less than 1 1/2 times the nominal diameter of round bars and in no case let the clear distance be less than 1 1/2 inches nor less than 1‐1/3 times the maximum size of aggregate for concrete. Bars placed in shotcrete shall have a minimum clearance between bars of 2 1/2" for No. 5 and smaller and 6 bar diameters for bars larger than No. 5.

C. Lap splices shall be contact lap splices in accordance with ACI 318 unless noted otherwise on the Contract Drawings. Bars shall be wired together at laps. Wherever possible, stagger splices in adjacent bars. Make all splices in wire fabric at least 1 1/2 meshes wide or 12", whichever is greater. When splicing in areas to receive shotcrete, lap splices shall be non‐contact with at least 2" clearance between bars.

D.   Butt splices shall be accomplished by mechanical anchorage devices.

E. Bars shall not be cut by gas torch.

3.04 FIELD QUALITY CONTROL
A. Inspection: The City's agent will perform the inspections shown on the contract drawings.

3.05 CLEANING
A. Take all means necessary to ensure that steel reinforcement, at the time concrete is placed around it, is completely free from rust, dirt, loose mill scale, oil, paint and all coatings which will destroy or reduce the bond between steel and concrete. *  *  *  *

Technical Specifications       03 30 00‐1
Section 03 30 00
CAST‐IN‐PLACE CONCRETE

PART 1 – GENERAL

1.01 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced.  The publications are referred to in the text by the basic designation only.

1. American Concrete Institute (ACI) Publications:
211.1‐81 Recommended Practice for Selecting Proportionsfor Normal, Heavyweight, and Mass Concrete

2. American Society for Testing and Materials (ASTM) Publications:

C 33‐81 Concrete Aggregated
C 94‐81 Ready‐Mixed Concrete
C 150‐81 Portland Cement
C 171‐69 Sheet Materials for Curing Concrete (R1980)
C 309‐81 Liquid Membrane‐Forming Compounds for Curing Concrete

1.02 SUBMITTALS
A. Certification: Submit one copy of the delivery ticket for each load of ready‐mixed concrete, showing all information required by ASTM C94.

1.03 DELIVERY
A. Do not deliver concrete until forms, reinforcement, and embedded items are in place and ready for concrete to be placed.

PART 2 – PRODUCTS

2.01 CONCRETE
A. Contractor Furnished Mix Design:  Design concrete mix in accordance with ACI 211.1.  Slump shall be between 2 inches and 4 inches.  The concrete shall have a 28‐day compressive strength of 3,000 pounds per square inch.

2.02 MATERIALS
A. Cement:  ASTM C 150, Type I or II for all concrete.  All cement for exposed concrete surfaces shall be of the same manufacture.

B. Water:  Water, including free moisture and water in the aggregates, shall be fresh, clean, and potable.

C. Aggregates:   ASTM C 33, Size No. 67 except as modified herein.  Obtain all aggregates for exposed concrete surfaces for one source.  Aggregates shall be free from any substances which may be deleteriously reactive with the alkalies in the cement.

Technical Specifications       03 30 00‐2
D. Materialsfor Forms:  Wood, plywood,steel, or othersuitable material.  Wood forms, forsurfaces exposed to view in the finished structure,shall be boards or plywood.  Dress boardsto a uniform thickness, evenly match, and provide boards free from loose knots, holes, and other defects.

Plywood shall be B‐B concrete form panels conforming to PS‐1.  Surfaces of steel forms shall be free from irregularities, dents, and sags.

E. Materials for Curing Concrete:

1. Impervious Sheeting:  Waterproof paper, polyethylene sheeting, or polyethylene coated burlap conforming to ASTM C 171.

2. Liquid Membrane‐forming Compound:   ASTM C 309, white‐pigmented, Type 2, free of paraffin or petroleum.

3. Liquid Chemical Compound:  A suitable sealer‐hardener designed for sealing and hardening in addition to curing of the concrete, applied by the method and at the rate recommended by the manufacturer.  It shall not reduce the adhesion of tile, paint, roofing, waterproofing, or other material to be applied to the concrete.  The chemical compound shall be free of petroleum resin or waxes.

A. Preformed Joint Filler:  ASTM 1751.

PART 3 – EXECUTION

3.01 FORMS
A. General:  Provide forms for all concrete at grade or above grade.  Set forms true to line and grade and maintain so as to ensure completed work within the allowable tolerances specified and make mortar‐tight.  Construct forms so that they can be removed without damaging the concrete.  Chamfer all exposed joints, edged, and external corners of concrete ¾ inch unless otherwise indicated.

B. Broomed Finish:  Provide a floated finish and a steel troweled finish, as specified herein, and the broom with a flexible bristle broom.   At time of brooming the troweled surface shall have hardened sufficiently to retain the scoring or ridges.  Broom in a direction transverse to that of traffic or at right angles to the slope of the slab.

3.02 MISCELLANEOUS CONSTRUCTION
A. All construction shall conform to Section 73 of the State Standards and the Oakdale City Standards.
* * * *

DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
1010 10TH Street, Suite 3400, Modesto, CA 95354
Planning Phone: (209) 525-6330 Fax: (209) 525-5911
Building Phone: (209) 525-6557 Fax: (209) 525-7759
__________________________________________________________________________________________________________ 1 Housing Urban Development (HUD)
Supplemental General Conditions
Documents Packet
All Bidders Must Review This Document And Complete Any
Applicable Pages And Submit Said Pages At The Time Of The Bid Opening
STRIVING TOGETHER TO BE THE BEST!
2 CONTRACT PROVISIONS
(Required in all County bidding and contract documents for HUD-funded projects) Contractor is required to comply with the following provisions:

A. Procurement
Contractor must comply with 24 CFR Part 85.36 and 24 CFR Part 570.489 when purchasing materials, products or services with federal funds.

B. Compliance with Equal Employment Opportunity (EEO) – Executive Order 11246 dated 9/24/65 as amended by Executive Order 11375 dated 10/13/1967 (24 CFR 85.36 (i) (3))
During the performance of this contract, the Contractor agrees as follows:

1. The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and the employees are treated during employment without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in visible places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.

2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin.

3. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representative of the Contractor's commitments under this section, and shall post copies of the notice in visible places available to employees and applicants for employment.

4. The Contractor will comply with all provisions of Executive Order 11246 (Equal Employment Opportunity) of September 24, 1965, and of the rules, regulations and relevant orders of the Secretary of Labor.

5. The Contractor will furnish all information and reports required by Executive Order 11246 (Equal Employment Opportunity) of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders.

6. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 (Equal Employment Opportunity) of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 (Equal Employment Opportunity) of September 24, 1965, or by the rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

7. The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order 3 unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 (Equal Employment Opportunity) of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor.

C. Minority and Women Business Enterprise
The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 24 CFR Part 85.3636(e) in the award and administration of HUD assisted contracts.

Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate.

D. Compliance with Anti-Kickback Act (24 CFR 85.36 (i) (4)) In carrying out this agreement, the Contractor hereby agrees to adhere to the mandate dictated by the Copeland "Anti-Kickback" Act (18 U.S.C. 874) which provides that each Contractor or subgrantee shall be prohibited from inducing, by any means, any person employed in the completion of work, to give up any part of the compensation to which he is otherwise entitled.

E. Compliance with Davis Bacon Act (40 U.S.C. 276a to 276a-7) (24 CFR 85.36 (i) (5))
In carrying out this agreement, the Contractor hereby agrees to comply with the requirements of the Davis-Bacon Act (40 U.S.C. 276a to 276a-7) as supplemented in the US Department of Labor regulations 29 CFR Part 5, respective to construction contracts in excess of $2,000 awarded by grantees and subgrantees.

F. Compliance with Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (24 CFR 85.36 (i) (6))
In carrying out this agreement, the Contractor hereby agrees to comply with the requirements of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-333) as supplemented in US Department of Labor regulations 29 CFR Part 5, respective to construction contracts in excess of $2,000 awarded by grantees and subgrantees, and $2,500 for other contracts which involve the employment of mechanics or laborers.

G. Contract Work Hours and Safety Standards Act, as Amended (40 USC 327-333)
The Contract Work Hours and Safety Standards Act, as amended, requires overtime pay for laborers and mechanics at a rate of one and one-half times the basic rate of pay for hours worked on covered contracts in excess of 40 hours in a workweek. This act also requires the assessment of liquidated damages at the rate of $10 per day for each day that each laborer and mechanic worked without payment of the required overtime compensation. This act has no job site limitation.

H. Copyright and Patent Rights (24 CFR 85.36 (i) (8)(9)) No reports, handbooks, documents, maps, data, or pamphlets produced in whole or in part under this contract will be the subject of any application for copyright by, or on behalf of the contractor. The U.S. Department of Housing and Urban Development, the County of Stanislaus, and/or Stanislaus Urban County awarding this contract shall possess all rights to invention or discovery, as well as rights in data which may arise as a result of the contractor’s services.

I. Access to Records (24 CFR 85.36 (i) (10))
The Contractor shall maintain accounts and records, including personnel, property and financial 4 records, adequate to identify and account for all costs pertaining to this contract and such other records as may be deemed necessary by the grantee to assure proper accounting for all funds applicable to this contract. The County, City, U.S. Department of Housing and Urban Development, the Comptroller General of the United States, or any of their duly authorized representatives, shall have access to any books, documents, papers, and records of the contractor which are directly pertinent to this contract, for the purpose of making audit, examination, excerpts, and transcriptions.

J. Records Retention (24 CFR 85.36 (i) (11))
The Contractor shall retain all records pertaining to this contract for a period of five (5) years after final payments and all other pending matters are closed.

K. Compliance with Clean Air and Water Acts (24 CFR 85.36 (i) (12)) In carrying out this agreement, the contractor agrees to comply with the requirements of the Federal Clean Air Act (42 USC 7401 et seq.) and the Federal Water Pollution Control Act (33 USC 1251 et seq.), as amended. Such statutes and regulations prohibit the use under non-exempt federal contracts, grants or loans of facilities included on the Environmental Protection Agency’s List of Violating Facilities.

L. Energy Conservation (24 CFR 85.36 (i) (13))
In carrying out this agreement, the contractor agrees to comply with the requirements of mandatory standards and policies relating to energy efficiency which are contained in the State of California’s energy conservation plan issued in compliance with the federal Energy Policy and Conservation Act (PL 94-163, 89 Statutes 871).

M. Federal Labor Standards Provisions: (Applicable to construction contracts in excess of $2,000 or residential rehabilitation contracts involving more than eight units)
The Project or program to which the construction work covered by this Contract pertains is being assisted by the United States of America and the Federal Labor Standards Provisions as set forth on Attachment 1 are included in this Contract pursuant to the provisions applicable to such Federal assistance. These provisions must be complied with or sanctions will be instituted.

The Contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 of paragraph A of the Federal Labor Standards Provisions (Attachment 1) and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in paragraph A of the Federal Labor Standards Provisions (Attachment 1).

N. Compliance in the Provision of Training, Employment, and Business Opportunities – Section 3
The work to be performed under this contract is on a project assisted under a program providing direct federal financial assistance from the Department of Housing and Urban Development and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 USC, 1701u. Section 3 requires that to the greatest extent feasible, opportunities for training and employment be given to lower income residents of the area of the Section 3 covered project, and contracts for work in connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in the area of the Section 3 covered project.
5 O. Title VI Civil Rights Act of 1964:

During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the “contractor”), agrees as follows:

1. The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices.

2. In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential sub-contractor or supplier shall be notified by the contractor of the contractor’s obligations under this contract and the regulations relative to nondiscrimination on the grounds of race, color, sex, or national origin.

3. The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, their sources of information and its facilities as may be determined by the Stanislaus Urban County (awarding agency)* or the United States Department of Housing and Urban Development to be pertinent to ascertain compliance with such regulations, orders and instructions. Where any information is required or a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Stanislaus Urban County (awarding agency) or the United States Department of Housing and Urban Development, as appropriate, and shall set forth what efforts it has made to obtain the information.

4. In the event of the contractor’s noncompliance with the nondiscrimination provisions of this contract, the Stanislaus Urban County (awarding agency) or the United States Department of Housing and Urban Development shall impose such contract sanctions as it may determine to be appropriate, including, but not limited to:
(a) Withholding of payments to the contractor under the contract until the contractor complies; and/or,
(b) Cancellation, termination or suspension of the contract, in whole or in part.

5. The contractor shall include the provisions of paragraph (N1) through (N5) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Stanislaus Urban County (awarding agency) or the United States Department of Housing and Urban Development may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Stanislaus County Urban County (awarding agency) to enter into such litigation to protect the interests the Stanislaus Urban County (awarding agency), and, in addition, the contractor may request the United States Department of Housing and Urban Development to enter into such litigation to protect the interests of the United States. * Stanislaus Urban County Awarding Agencies: Stanislaus County, City of Ceres, City of Hughson, City of Newman, City of Oakdale, City of Patterson, City of Riverbank, and City of Waterford. 6 P. Title VIII Civil Rights Acts of 1968 (as applicable):

The contractor shall comply with Title VIII Civil Rights Acts of 1968 which prohibits discrimination in the sale or rental of dwellings (as defined), discrimination in the financing or housing, blockbusting, and discriminatory advertising; and makes it unlawful to deny any person access to, or membership or participation in, any multiple listing service or real estate broker organization for discriminatory reasons.

NOTE: The above contract provisions are required by 2 CFR Part 200

FORMS, REPORTS, AND POLICY
This project is governed under Section 3 of the Housing and Urban Development Act of 1968 [12 U.S.C. 1701u and 24 CFR Part 1351], which provides preference to low-to very low-income residents of the local community (regardless of race or gender), and the businesses that substantially employ these individuals, for new employment, training and contracting opportunities.

Required Section 3 Forms, Reports and Section 3 Opportunity Plan A Section 3 Opportunity Plan Form must be completed by bidders or applicants seeking funding from the Stanislaus County for a Section 3 covered project. The Section 3 Opportunity Plan must be submitted with the project bid or grant application.

Forms included in the Section 3 Opportunity Plan:

1. Outreach Efforts to Section 3 Businesses

2. Section 3 Business Certification Form

3. Compliance Requirement Acknowledgment Form

4. Estimated Project Workforce Statement

5. Estimated Contractor Workforce Statement
What is Section 3?
Section 3 is a HUD requirement designed to ensure that the HUD funds invested in housing and community development activities provide employment opportunities for low income people.

HUD’s regulations state that “to the greatest extent feasible,” businesses and employers working on select HUD-funded projects must make a good faith effort to train and employ low-to very low-income individuals in the area (called “Section 3 residents”) and also to contract with business identified as Section 3.

In summary, the obligations of Section 3 are:

1. Provide training for Section 3 residents, and report on the outreach and training undertaken.

2. To the greatest extent feasible hire and train Section 3 residents, and report on employees and new hires.

3. To the greatest extent feasible contract with Section 3 businesses, and report on contracts and subcontracts.
7 Contracting Obligations: Applies to CDBG Projects Valued at $100,000 or More Section 3 requires that award recipients fulfill the following obligations:

1. Show commitment to meet HUD’s contracting requirement (the “minimum numerical target for contracting”) that Section 3 businesses receive at least 10% of the building trades contracts for the project, and at least 3% of the total amount for all non-building trade contracts.

2. “To the greatest extent feasible” contract with Section 3 business concerns identified as:
a. 51 percent or more owned by Section 3 residents; or
b. At least 30 percent of its full-time employees include persons that are currently Section 3 residents, or were Section 3 residents within 3 years of the dated of first hire; or c. Provides evidence, as required, of a commitment to subcontract in excess of 25 percent (25%) of the dollar award of all subcontractors to businesses that meet one of the qualifications above.

Hiring Obligations: Applies to All CDBG Projects
Section 3 requires that award recipients fulfill the following obligations to the greatest extent feasible when new employees are hired:

1. Meet HUD’s hiring requirement (the “minimum numerical target for training and employment”) that 30% of new hires be Section 3 individuals.

2. “To the greatest extent feasible” provide preference to hire area residents who are:
a. Low- to very low- income residents of the housing development or developments in which the HUD funds shall be expended; or
b. Low- to very low- income residents of other housing developments managed by the local Housing Authority; or
c. Participants in HUD Youthbuild Programs; or
d. All other residents (including Section 8 recipients) of Stanislaus County who meet the lowto very low-income guidelines for Section 3 preference. ***This space intentionally left blank.***
8 Section 3 Opportunity Plan Form
Purpose
The purpose of the Section 3 Opportunity Plan is to ensure that jobs and economic opportunities generated by the U. S. Department of Housing and Urban Development (HUD) financial assistance for housing and community development programs shall be directed to low- and very low- income persons to the greatest extent feasible, particularly those who are recipients of government assistance for housing and business concerns providing such opportunities.
________________________________________________________________________________________

BIDDER OR APPLICANT
________________________________________________________________________________________ RFP # and PROJECT NAME
________________________________________________________________________________________

CONTACT NAME TELEPHONE EMAIL (IF APPLICABLE)
Requirements
The submitter of this Section 3 Opportunity Plan hereby agrees to comply with all of the provisions of Section 3 as set forth in 24 CFR 135, which implements Section 3 requirements.

The Section 3 Opportunity Plan must be submitted with the Request for Proposal (RFP), contract response, or grant application to Stanislaus County’s Department of Planning and Community Development or the appropriate Division/Department issuing the applicable request.

If a contract is awarded, a Section 3 Summary Report identifying progress in meeting the goals established in this Plan must be submitted monthly for projects throughout the contract period. The Section 3 Summary Report shall be submitted no later than 10 days after the end of each calendar month of the contract (e.g.

January 10th, February 10th, etc.). For any goal not met, the report shall identify other economic opportunities that the contract recipient has or intends to provide.

The failure of the contract recipient to comply with the approved Plan shall be considered an event of default under the contract agreement.
9 Compliance Requirement Acknowledgement
The failure of the bidder or applicant to comply with the Section 3 Opportunity Plan shall be considered an event of default under the contract agreement.

ACKNOWLEDGED BY:
______________________________________________________

PRESIDENT OR AUTHORIZED OFFICER (PLEASE PRINT)
____________________________________________________ _________________________

SIGNATURE DATE
____________________________________________________________________________________

BUSINESS OR ORGANIZATION NAME
***This space intentionally left blank.***
10 Section 3 Outreach Efforts Form
Outreach Efforts to Section 3 Businesses: Applies to Projects of $100,000 or More Documentation of efforts to engage Section 3 businesses must be provided with responses to RFPs and grant applications.

Project Name: ________________________________________________________________ This form is to be completed by bidders or applicants seeking funding under a Stanislaus County Department of Planning and Community Development Section 3 covered program (or any other Stanislaus County Division/Department when Section 3 applies).

Organization: _______________________________________________________________________ Submitted By: ______________________________________________________________________ The following businesses identified as Section 3 were contacted to determine capacity and availability to work on the above-listed project:

1. Company: __________________________________________________________________ Contact: ____________________________________________________________________ Telephone/Email: ____________________________________________________________ Date(s) Contacted: ___________________________________ Quote Provided (Y/N): ___ Follow-up Action and Company Response: ______________________________________ ______________________________________________________________________ _______________________________________________________________ _______________________________________________________________

2. Company: __________________________________________________________________ Contact: ____________________________________________________________________ Telephone/Email: ____________________________________________________________ Date(s) Contacted: ___________________________________ Quote Provided (Y/N): ___ Follow-up Action and Company Response: ______________________________________ ______________________________________________________________________ _______________________________________________________________ _______________________________________________________________ 11 3. Company: __________________________________________________________________ Contact: ____________________________________________________________________ Telephone/Email: ____________________________________________________________ Date(s) Contacted: ___________________________________ Quote Provided (Y/N): ___ Follow-up Action and Company Response: ______________________________________ ______________________________________________________________________ _______________________________________________________________ _______________________________________________________________

4. Company: __________________________________________________________________ Contact: ____________________________________________________________________ Telephone/Email: ____________________________________________________________ Date(s) Contacted: ___________________________________ Quote Provided (Y/N): ___ Follow-up Action and Company Response: ______________________________________ ______________________________________________________________________ _______________________________________________________________ _______________________________________________________________

5. Company: __________________________________________________________________ Contact: ____________________________________________________________________ Telephone/Email: ____________________________________________________________ Date(s) Contacted: ___________________________________ Quote Provided (Y/N): ___ Follow-up Action and Company Response: ______________________________________ ______________________________________________________________________ _______________________________________________________________ _______________________________________________________________ (Attach additional sheets if necessary)
12 Section 3 Business Certification Form
Required if Section 3 businesses are included in the bid or application Businesses seeking Section 3 status and preference in contract by Stanislaus County must complete and submit a Section 3 Business Certification Form.

Business Name: _____________________________________________________________________ Address: ___________________________________________________________________________ City: _______________________ State: _____________________ Zip: _____________ Federal Employer Identification Number: ______________________ Duns Number: __________ Type of Business:

Corporation  Partnership  Sole Proprietorship  Joint Venture  ____________________________________________________________________________ Please select one of the following three qualification methods for status as a Section 3 business.

Section 3 resident-owned business (51 % of more owned by Section 3 residents) The following documents may be required in the future as added confirmation of status • Complete list of Section 3 resident owners
• Section 3 Resident Certification Forms for each Section 3 resident owner At least 30 % of permanent, full-time workforce are currently Section 3 residents or were Section 3 eligible residents within 3 years of date of first employment with the business The following documents may be required in the future as added confirmation of status • Complete list of all current full-time employees
• Complete list of employees claiming Section 3 status and employees Section 3 Resident Certification forms.
• Other evidence of Section 3 status less than 3 years for date of employment Subcontracting 25% of the dollar amount awarded to qualified Section 3 businesses The following documents may be required in the future as added confirmation of status • Complete list of subcontracted Section 3 businesses and subcontract amount ____________________________________________________________________________________ I certify to the best of my knowledge that the information contained here within is true and accurate.

Signature: ______________________________________________ Date: __________________ Print Name: ___________________________________________ Title: __________________ 13 Estimated Project Workforce Statement
Applies to all projects
Project Name: ______________________________________________________________________ To be completed by bidders or applicants seeking funding under a Stanislaus County Section 3 covered program.

Company/Organization: ______________________________________________________________ Submitted By: _______________________________________________________________________ ___________________________________________________________________________________ The bidder or applicant hereby submits this statement that identifies employment opportunities for Section 3 residents during the term of the contract. The bidder or applicant affirms that the jobs identified shall be meaningful employment that may or may not be related to the scope of the services of this project. The bidder or applicant has committed to employ Section 3 residents, which represents % of employment opportunities identified.

The estimated project workforce listed below is provided to comply with the Section 3 Plan requirements established by Stanislaus County. The attached Estimated Contractor Workforce forms support the information provided.

Job Category Positions Occupied by
PermanentEmployees
Number of
Positions
Not Occupied
Total Estimated
Positions Needed
for the Project
Totals
Occupied Positions Include:
_______________ Neighborhood Residents _____________ Public Housing Residents 14 Estimated Contractor Workforce Statement
Applies to all projects
Project Name: _______________________________________________________________________ To be completed by all contractors included in the bid or application.

Company/Organization: ______________________________________________________________ Submitted By: ______________________________________________________________________ _______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ___________________________________________________________________________________ The estimated workforce listed below is provided to comply with the Section 3 Opportunity Plan requirements established by Stanislaus County.

Job Category Number of Positions
Occupied by
Permanent Employees
Number of
Positions
Not Occupied
Total Estimated
Positions Needed
for the Project
Totals
Occupied Positions Include:
_______________ Neighborhood Residents _____________ Public Housing Resident 15 SECTION 3 SUMMARY REPORT
Company Name: _________________________ Report Period (month/year): ___________ Contact Name: ________________________ Date Report Submitted: _______________ Phone Number: __________________________ Project Award Amount: _______________ Project Name: ________________________ Project Award Date: ________________ Part I: Employment and Training
Final Report (check here): ___________ Signature: ________________________________

A B C D E F
Job Category Number of New
Hires
Number of
Section 3
New Hires
% of Total
Number of Staff
Hours of Section
3 New Hires
% of Total Staff
Hours for
Section 3
Employees &
Number of
Section 3
Trainees
Professionals
Technicians
Office/Clerical
Construction by
Trade (list)
Trade:

Trade:

Trade:

Trade:

Other (list)
Totals
16 Part II: Contracts Awarded Construction
Contracts
A. Total dollar amount of all construction contracts on this project: $ ______________________ B. Total dollar amount of contracts awarded to Section 3 businesses: $ ______________________ C. Percentage of total dollar amount awarded to Section 3 businesses: _____________________ % Total number of Section 3 businesses receiving contracts: ______________________ Non-Construction Contracts
A. Total dollar amount of all non-construction contracts: $ ______________________ B. Total dollar amount of non-construction contracts awarded to Section 3 businesses: $ _________ C. Percentage of the total dollar amount awarded to Section 3 businesses: ___________ % Total number of Section 3 businesses receiving contracts: ____________ Part III: Summary
Indicate the efforts made to direct the employment and other economic opportunities generated by HUD financial assistance for housing and community development programs, to the greatest extent feasible, toward low- to very-low income persons, particularly those who are recipients of government assistance for housing. Check all that apply.
□ Attempted to recruit low-income residents through: local advertising media, signs prominently displayed at the project site, contacts with community organizations and public or private agencies operating within the County/City in which the Section 3 covered program or project is located or similar methods.
□ Participated in a HUD program or other program which promotes the training or employment of Section 3 businesses.
□ Participated in a HUD program or other program which promotes the award of contracts to business concerns which meet the definition of Section 3 business concerns. □ Coordinated with Youthbuild programs administered in the metropolitan area in which Section 3 covered project is located.
□ Other (please describe)
____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ 17 I hereby certify that all information contained above is accurate, complete, and current to the best of my knowledge. I understand that if I do not submit a complete Section 3 Report by the 10th of each month as indicated in the instructions, Stanislaus County reserves the right to withhold payment until a completed Section 3 Summary Report is submitted.
____________________
Signature of the Preparer Date
Print Name of Preparer
***This space intentionally left blank.***
18 Section 3 Summary Report Instructions
Contractors are required to complete and submit a Section 3 Summary Report each month throughout the life of the project. Information reported is cumulative and should run through the last day of the reporting each month. Example: A report period of May 2015 will document required information from the start of the project through the last day of May 2015.

Reports are due by the 10th day of each month. Example: If the report period is May 2020, the Section 3 Summary Report is due June 10, 2020.

Part I: Employment and Training
Column A: Contains various job categories. Professionals are defined as people who have special knowledge of an occupation (i.e. architects, engineers, surveyors, planners, and computer programmers).

For construction positions, list each trade and provide data in Columns B through F for each trade where persons were employed. The category of “Other” includes occupations such as services workers.

Column B: Enter the number of all new hires (throughout the life of the project) for each category of workers identified in Column A. New hire refers to a person who is not on the award recipient’s or contractor’s payroll for employment at the time of the selection for project award. Each new hire must complete a Section 3 Resident Certification Form to determine Section 3 status. The form must be completed once and submitted with the Section 3 Summary Report during the month that the new hire appears.

Column C: Enter the number of Section 3 new hires (throughout the life of the project) for each category of workers identified in Column A. Section 3 new hires refers to a Section 3 resident who is not on the award recipient’s or contractor’s payroll for employment at the time of selection for the contact award.

Column D: Enter the percentage of all the staff hours of new hires (Section 3 residents) in connection with this contract.

Column E: Enter the percentage of the total staff hours worked for Section 3 employees and trainees.

Include staff hours for part-time and full-time positions.

Column F: Enter the number of Section 3 residents who were trained in connection with this contract award.

Part II: Contracts Awarded
Construction Contracts
Item A: Enter the total dollar amount of all construction contracts awarded. You may enter “0” if applicable.

Item B: Enter the total dollar amount of construction contract on this project awarded to Section 3 businesses for each Section 3 business reported, a Section 3 Business Form must be submitted.

The form only needs to be completed and submitted once. You may enter “0” if applicable.

Item C: Enter the percentage of the total dollar amount of contracts awarded to Section 3 businesses.

You may enter “0” if applicable.

Item D: Enter the number of Section 3 businesses receiving construction contacts. You may enter “0” if applicable.

Non-Construction Contracts
Item A: Enter the total dollar amount of all non-construction contracts awarded. You may enter “0” if applicable.

Item B: Enter the total dollar amount of non-construction contracts awarded to Section 3 businesses.

You may enter “0” if applicable.
19 Item C: Enter the percentage of the total dollar amount of non-contracts awarded to Section 3 businesses. You may enter “0” if applicable.

Item D: Enter the number of Section 3 businesses receiving non-construction contacts. You may enter “0” if applicable.

Part III: Summary
Indicate which Section 3 outreach activities the recipient and its contractors performed prior to hiring new or contracting for the project.
***This space intentionally left blank.***
20 Section 3 Resident Certification Form
This form is to be completed by residents seeking Section 3 status and the preference in training and employment or by new employees working on Section 3 covered projects.

Eligibility
A resident seeking Section 3 status shall submit evidence to the recipient contractor of subcontractor that the person is a Section 3 resident, as defined I Section 135.5. (An example of evidence of eligibility for the preference is evidence of receipt of public assistance or evidence of participation in a public assistance program.) Section 3 residents are:
 All residents of public housing developments of the local Housing Authority qualify as Section 3 residents.
 All individuals residing in all Stanislaus County who meet the low-to very low-income limits set forth below qualify as Section 3 status. (A photo identification card and proof of current residency is required.)
2020-2021 HUD ANNUAL HOUSEHOLD INCOME LIMITS
Select the statement that represents your household size and from that statement check the appropriate annual income level for your household, as verified by Federal Income Tax Returns, W-2s, Paycheck Stubs or other documents.

Low-Very Low Income Non-Low Income
My household size is 1 and my
annual income was
$24,500
or Less
More than
$24,500
My household size is 2 and my
annual income was
$28,000
or Less
More than
$28,000
My household size is 3 and my
annual income was
$31,500
or Less
More than
$31,500
My household size is 4 and my
annual income was
$34,950
or Less
More than
$34,950
My household size is 5 and my
annual income was
$37,750
or Less
More than
$37,750
My household size is 6 and my
annual income was
$40,550
or Less
More than
$40,550
My household size is 7 and my
annual income was
$43,350
or Less
More than
$43,350
My household size is8 and my annual
income was
$46,150
or Less
More than
$46,150
I certify that the information provided is true and correct. I also agree that the information contained in this survey may be shared with other agencies in order to verify the eligibility or ineligibility of this project if necessary. I understand that anyone who fraudulently covers up a material fact or who knowingly gives false information required for eligibility determination is subject to prosecution under applicable criminal law.

Print Name: ________________________________________________________________________ My permanent address is: ____________________________________________________________ Signature: ______________________________________ Date: _________________________ 21 EQUAL EMPLOYMENT OPPORTUNITY, CIVIL RIGHTS AND
SECTION 3 CERTIFICATION
(To Be Completed By General Contractor And All Subcontractors and Submitted with the Bid) PROJECT NAME: ____________________________________________________________________ The undersigned, having submitted a bid for construction of the above identified project, certifies that he/she shall:

1. Comply with Title VI of the Civil Rights Act of 1964 as amended; Section 109 of Title I of the Housing and Community Development Act of 1974 as amended; Sections 502 and 504 of the Rehabilitation Act of 1973; the Americans with Disabilities Act of 1990; and the Age Discrimination Act of 1975 in that no person shall on the grounds of race, color, national origin, religion, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance.

2. Comply with Executive Orders 11246, 11375 and 12086 in that no employee or applicant for employment shall be discriminated against because of race, color, creed, religion, ancestry, national origin, sex, disability or other handicap, age, marital/familial status, or status with regard to public assistance. Will take affirmative action to ensure that all employment practices are free from such discrimination. Such employment practices include but are not limited to the hiring, upgrading, demotion, transfer, recruitment or recruiting advertising, layoff, termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship.

3. Comply with Executive Orders 11625 and 12432 Concerning Minority Business Enterprise and Executive Order 12138 Concerning Women's Business Enterprise to ensure to the maximum extent possible the inclusion of minorities and women and entities owned by minorities and women in all subcontracts pursuant to the above contract.

4. Comply with Section 3 of the Housing and Urban Development Act of 1968 (12 U.S.C. 170lu) and the implementing regulations in 24 CFR Part 135 which requires to the greatest extent feasible that the training, employment and other economic opportunities arising in connection with the above identified project be given to low and very-low income persons residing within the local community and that contracts be awarded to eligible business concerns which employ and/or are owned in substantial part by such low and very-low income persons residing in Stanislaus County.

5. Furnish and cause each of its own subcontractors to furnish all information and reports required hereunder and permit access to its books, records and accounts by Stanislaus County, HUD or its agent, or other authorized Federal officials for purposes of investigation to ascertain compliance with the rules, regulations and provisions stated herein.

Contractor Name: ____________________________________________________________________ Signature/Title: ___________________________________________________________________ Federal I.D. or Social Security Number: _________________________________________________ Date: ___________________
22 SECTION 3 BUSINESS CERTIFICATE OF ELIGIBILITY

FOR PREFERENCE
NOTE: This certificate must be signed by the person who will sign or has signed the Bid Form. This certificate will become a part of the contract documents. This form is a listing of Section 3 businesses that are planned to be a part of the project. If that is unknown or none apply, the form must still be completed.

Project Number: ______________________________________ Bid Number: _________________ Project Name: _______________________________________________________________________ This is a formal certification that the below list of Section 3 Business(es) will be utilized on the above project and that such business(es) qualify for a Section 3 Business Preference and meet the requirements of a Section 3 Business as defined in the Bidding Procedures for this project. a. Section 3 Business Name: ___________________________________________________ Address: _________________________________________________________________ Description of Work: _______________________________________________________ __________________________________________________________________________ __________________________________________________________________________ Dollar Value of Proposed Work: ______________________________________________ b. Section 3 Business Name: ___________________________________________________ Address: _________________________________________________________________ Description of Work: _______________________________________________________ __________________________________________________________________________ __________________________________________________________________________ Dollar Value of Proposed Work: ______________________________________________ c. Section 3 Business Name: ___________________________________________________ Address: _________________________________________________________________ Description of Work: _______________________________________________________ __________________________________________________________________________ __________________________________________________________________________ Dollar Value of Proposed Work: ______________________________________________ The percentage of the total dollar value of all Section 3 Business work compared to the total bid price: __________ %
23 • This certification is a material representation of the face upon which reliance may be placed if the proposed transaction is entered into. If it is later determined that an erroneous certification was rendered, in addition to other remedies available to the Federal Government, the Department of Housing and Urban Development and Stanislaus County may pursue available remedies.
• The undersigned contractor’s representative shall provide immediate written notice to the agency to which this proposal is submitted if at any time the undersigned learns that this certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

Contractor Name: ______________________________________________________ Signature/Title: ________________________________________________________ Date: __________________
***This space intentionally left blank.***
24 STANISLAUS COUNTY SECTION 3 PROCEDURES
As a recipient of U.S. Department of Housing and Urban Development (HUD) CDBG, HOME and other federal funds governed by Section 3 of the Housing and Urban Development Act of 1968, Stanislaus County is dedicated to contracting with Section 3 contractors to the greatest extent possible. Subsequently, the County is also dedicated to the utilization of both MBE/WBE and LOSB concerns.

PUBLIC HEARINGS
As part of Public Hearings associated with the Consolidated Planning Process, Stanislaus County’s Department of Planning and Community Development will provide those in attendance with information concerning Section 3 eligibility under its HUD entitlement programs. This will be carried out as a part of the public meetings discussing the Annual Action Plan and Consolidated Annual Performance and Evaluation Report (CAPER).

SUBRECIPIENTS AND SECTION 3 REQUIREMENTS FOR COVERED CONTRACTS Stanislaus County shall insure that all sub-recipients are aware of the Section 3 requirements for all covered contracts that are bid and/or awarded during each fiscal year. This procedure will be carried out through two (2) specific activities associated with projects.

1. Section 3 language will be included within the contract between the sub- recipient/municipal government and Stanislaus County.

2. Section 3 language will be included within the contract between the sub- recipient/municipal government and the selected contractor.

SECTION 3 LANGUAGE FOR CONTRACTS

1. Contractor acknowledges and agrees to comply with Section 3 of the Housing and Urban Development Act of 1968, as found at 24 CFR Part 135.

A. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended,12 U.S.C. 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.

B. The parties to this contract agree to comply with HUD’s regulations in 24 CFR part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations.

C. The contractor agrees to send to each labor organizations or representative of workers with which the contractor has a collective bargaining agreement or other understanding.

If any, a notice advising the labor organization or workers’ representative of the contractor’s commitments under this Section 3 clause and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin.
25 D. The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR parts 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135.

E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor’s obligations under 24 CFR part 135.

F. Noncompliance with HUD’s regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts.

G. With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 and section 7(b) agree to comply with section 3 to the maximum extent feasible, but not in derogations of compliance with section 7(b).

PRE-CONSTRUCTION CONFERENCES
Section 3 requirements will be addressed at a pre-construction conference to further insure that prospective contractors are aware of Section 3 and what it means to be a Section 3 contractor. The Pre-construction conference will cover the following:

1. Certification of proposed contractors regarding Section 3 and segregated forms in the bid requirements for the contractor.

2. Explanation of Section 3 and the program requirements in the pre-construction meeting with the contractor.

SELF CERTIFICATION OF SECTION 3 CONTRACTORS
The County will use self-certification documentation to support whether or not a contractor qualifies as a Section 3 business concern.

This self-certification will used to identify whether a contractor is a Section 3 business concern and will be submitted by contractors asserting Section 3 status on a contract by contract basis. When self-certifying, contractors should maintain records as documentation of any and all efforts made to insure compliance with Section 3.
26 RECOMMENDATIONS TO CONTRACTORS ON
MEETING SECTION 3 COMPLIANCE
The following are recommendations on how contractors can advertise and/or market to Section 3 residents on large scale construction projects and insure compliance under Section 3.

1. Utilize the HUD Section 3 Business Registry located at the following website:
https://portalapps.hud.gov/Sec3BusReg/BRegistry/What
The website can be used by businesses seeking to register as a Section 3 Business as well as a search tool for contractors and professional firms seeking to insure compliance by seeking out registered Section 3 Businesses working in and around Stanislaus County.

2. Prime and sub-contractors post any openings related to the contract on the job site.

3. Survey sub-contractors (especially LOSBs) to determine Section 3 status/qualifications.

4. Insert Section 3 language in any contracts with sub-contractors (same wording as prime contractor’s amendment).

5. Provide a list of any new positions filled/hired to work on the project to-date and the County can help in determining if these new hires can be considered Section 3 Hires. ***This space intentionally left blank.***
27 Disadvantaged Business
Enterprise (DBE)
Information
28 WHAT IS DBE?
Under the Women’s Business Enterprise and Minority Business Enterprise – Executive Orders 11625,12138 and 12432, these regulations were established as a national priority.

DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION
If the contractor is unable to find qualified Minority Business Enterprises and/or Women Business Enterprises (MBEs/WBEs) in the performance of the contract, it shall document the efforts it made to do so. Documentation shall be retained int eh contractor’s files for review by the County.

NOTE: This form must be signed by the person who will sign or has signed the Bid Form. This form is a listing of subcontractors that are planned to be a part of the project. If those subcontractors are unknown or none apply, the form must still be completed. This form will become a part of the contract documents.

Division of Equal Opportunity Certified: DBE MINORITY WOMEN (CHECK APPROPRIATE DESIGNATION)
Description of Work: _________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Subcontractor's Name: _________________________________________________________ Est. Dollar value of proposed work: ____________________________________________________ Division of Equal Opportunity Certified: DBE MINORITY WOMEN (CHECK APPROPRIATE DESIGNATION)
Description of Work: _________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Subcontractor's Name: _________________________________________________________ Est. Dollar value of proposed work: ____________________________________________________ Division of Equal Opportunity Certified: DBE MINORITY WOMEN (CHECK APPROPRIATE DESIGNATION)
Description of Work: _________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Subcontractor's Name: _________________________________________________________ Est. Dollar value of proposed work: ____________________________________________________ 29 Division of Equal Opportunity Certified: DBE MINORITY WOMEN (CHECK APPROPRIATE DESIGNATION)
Description of Work: _________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Subcontractor's Name: _________________________________________________________ Est. Dollar value of proposed work: ____________________________________________________ TOTAL VALUE OF ALL DBE/MINORITY/WOMEN SUBCONTRACT WORK: $ __________________ ESTIMATED TOTAL PERCENT (%) TO BE UTILIZED: ____________ % Signature: _____________________________ Date: __________________________ ______________________________________ _______________________________________ Print Name: Title:
***This space intentionally left blank.***
30 STANISLAUS COUNTY

DISADVANTAGED BUSINESS ENTERPRISE

PARTICIPATIONCERTIFICATION
Project No.:________________________ Bid No.: _______________ Contract No.: ___________ Contract/Project Name(s): _____________________________________________________________ This is a formal certification that the below list of Disadvantage Business Enterprise Sub- Contractor(s) and amount(s) were utilized on the above project. This form is required at project completion.

DBE

SUB-CONTRACTOR

SUB-CONTRACTOR AMOUNT AMOUNT PAID
Signature: _____________________________________________ Date: ___________________ Print Name: __________________________________________ Title: ___________________ Send To: Stanislaus County
Department of Planning and Community Development
Attention: Community Development Manager
1010 10th Street, Suite 3400
Modesto, CA 95354
31 WAGE SHEET AND CLASSIFICATION REVIEW

REVIEW OF PROJECT WAGE SHEET
Prior to the start of construction, all contractors are required to submit a Project Wage Sheet.

This sheet will list all work classifications that the contractor will utilize to perform work under the contract. The form will also designate if the prevailing rate is a federal or state rate, list the basic hourly rate with the fringe benefit rate and the total of both. The Project Wage Sheet must be reviewed and approved by the project engineer with respect to the work classifications to be used for the construction phase of the project. Also, the Project Wage Sheet must be reviewed and approved by the Grantee's labor compliance officer with respect to the wage rates and fringe benefits rates that are to be paid for each work classification.

ADDITIONAL CLASSIFICATIONS
Any class of laborers or mechanics not listed in the initial wage determination shall be additionally classified in conformance with the wage determination. If additional classifications under the federal wage determinations are required, the Labor Compliance Officer will submit a "Report of Additional Classifications and Rate" form, located online at:
(portal.hud.gov/hudportal/documents/huddoc?id=DOC_12573.doc.).

The WVDO will forward the request to the HUD Area Office for submission and approval by the United States Department of Labor. A report on additional classification actions must be approved, modified or disapproved by the United States Department of Labor's Administrator of the Wage and Hour Division, Employment Standards Administration, within 30 days of receipt.

MINIMUM CRITERIA FOR ADDITIONAL CLASSIFICATION REQUESTS Additional classification will be approved only when the following criteria have been met:

1. The work to be performed by the classification requested is not performed by a classification in the wage determination;

2. The classification is utilized in the area by the construction industry; and

3. The proposed wage rate, including any bona fide fringe benefits, that has a reasonable relationship to the wage rates contained in the wage determination.

WAGE PAYMENT COMPLIANCE
Payroll records shall contain the employee’s full name and identifying number (last four digits of the social security number). The payroll records must also reflect correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, bona fide plans or programs for providing fringe benefits, written evidence of registered or certified apprentice or trainee programs, registration of apprentices or trainees and ratios, and wage rates prescribed in these programs.

Signed weekly certified payrolls must be submitted for each week in which any contract work is performed.

The primary contractor is responsible for the submission of copies of payrolls by all subcontractors. Each payroll must be accompanied by a Statement of Compliance (with Davis-Bacon and Copeland Anti-Kickback Act provisions) signed by the contractor or subcontractor. If the signatory on the Statement of Compliance is not an officer of the contractor’s or subcontractor’s company, the chief executive officer must prepare a letter on company letterhead assigning signatory authority to another individual, such as a payroll officer, to sign on his/her behalf.
32 PAYMENT OF FRINGE BENEFITS
Whenever the minimum wage rates prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent.

Any payment of fringe benefits other than cash payment must be verified by the agency which received the payment. The contract file must contain a listing provided by the bona fide fringe benefit plan for each employee, verifying the payment made.

FAILURE TO PAY PREVAILING WAGES
In the event of a contractor's or subcontractor's failure to pay all or part of the wages required by the contract to any laborer or mechanic, including any apprentice or trainee, employed or working on the site of work or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project, the Grantee may after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance or guarantee of funds until such violations have ceased.

FAILURE TO PAY OVERTIME COMPENSATION
In the event of violation of the overtime provision of the Contract Work Hours and Safety Standards Act, the contractor and any subcontractor responsible shall be liable for the unpaid wages and arty liquidated damages.

The County shall upon its own action or upon written request from the HUD withhold or cause to be withheld any money payable on account for work performed by the contractor or subcontractor. Also, money payable to the same contractor may be withheld from other federal contracts. This also applies to any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor. The amount of money withheld may be determined by the amount necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages.

DEBARMENT PROCEEDING
Whenever any contractor or subcontractor is found to be in aggravated or willful violation of the labor standards provisions of any applicable statutes or who have been found to have disregarded required obligations to employees under the Davis-Bacon Act, such contractors or subcontractors shall be ineligible to receive any federal contracts.
***This space intentionally left blank.***
33 CONTRACTORS/SUBCONTRACTORS CERTIFICATION

FOR LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS

DAVIS BACON AND RELATED ACTS COMPLIANCE
Project Name: ___________________________________ Project No.: ___________________

1. The undersigned, having executed a contract with ________________________ for the above-identified project, certifies that:
a. The Labor Standards Provisions of the Contract for Construction (HUD form 4010) are included in the aforesaid contract
b. Neither he nor any firm, corporation, partnership or association in which he has a substantial interest is designated as an ineligible contractor by the Comp General of the United States pursuant to Section 5.12 (a)(1) of the Regulations of the Secretary of Labor, Part 5 (29 CFR, Part 5), or pursuant to Section 3(a) the Davis-Bacon Act , as amended (40 U.S.C. 276a-2(a)).
c. No part of the aforementioned contract has been or will be subcontracted to a subcontractor or any firm, corporation, partnership or association in which such subcontractor has a substantial interest in or is designated as an ineligible contractor pursuant to the aforesaid regulatory or statutory provisions.

2. The undersigned agrees to obtain and forward to the contractor for transmittal to the recipients within ten days after the execution of any lower subcontract, a Subcontractors Certification Concerning Labor Standards and Prevailing Wage Requirement, executed by the lower tier subcontractor, in duplicate.
a. The workers will report for duty on or about _________________________ (Date)

3. The undersigned certifies that:
a. The legal name and the business address of the undersigned are:
____________________________________________________________________ ____________________________________________________________________ b. The undersigned is (check one):
___ Single Proprietorship ______ A Partnership ______ A Corporation ____ Other - Describe: ________________________________________________ _______________________________ _________________________ Signature Date
34 PROJECT WAGE RATE SHEET
Project Name: _______________________________ Project No.: ___________________________ Federal Wage Decision # as of Bid Open Date: _____________________________________________ State Wage Determination # as of Bid Open Date: __________________________________________ Bid Open Date: ________________________
Federal
Classification
State
Classification
Fed
Basic
Rate
Fed
Fringe
Benefit
Fed
Total
State
Basic
Rate
State
Fringe
Benefit
State
Total
Wage
Required
on
Project
HUD-4010 (06/2022)
Previous editions are obsolete. Page 1 of 5 ref. Handbook 1344.1 HUD-4010 U.S. Department of Housing and Urban Development Federal Labor Standards Provisions Office of Davis-Bacon and Labor Standards A. APPLICABILITY
The Project or Program to which the construction work covered by this Contract pertains is being assisted by the United States of America, and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance.
(1) MINIMUM WAGES
(i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment, computed at rates not less than those contained in the wage determination of the Secretary of Labor (which is attached hereto and made a part hereof), regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period.

Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4).

Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer’s payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH1321)) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place, where it can be easily seen by the workers. (ii) Additional Classifications.
(A) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met:
(1) The work to be performed by the classification requested is not performed by a classification in the wage determination;
(2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.
(B) If the contractor, the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division (“Administrator”), Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget (“OMB”) under OMB control number 1235-0023.) (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, or HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1235-0023.)
HUD-4010 (06/2022)
Previous editions are obsolete. Page 2 of 5 ref. Handbook 1344.1 (D) The wage rate (including fringe benefits, where appropriate) determined pursuant to subparagraphs (1)(ii)(B) or (C) of this paragraph, shall be paid to all workers performing work in the classification under this Contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1235-0023.) (2) Withholding. HUD or its designee shall, upon its own action or upon written request of an authorized representative of the U.S. Department of Labor, withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The U.S. Department of Labor shall make such disbursements in the case of direct Davis-Bacon Act contracts. (3) Payrolls and basic records.
(i) Maintaining Payroll Records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification(s), hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made, and actual wages paid.

Whenever the Secretary of Labor has found, under 29 CFR 5.5(a)(1)(iv), that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.

Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1235-0023 and 1215-0018) (ii) Certified Payroll Reports.
(A) The contractor shall submit weekly, for each week in which any contract work is performed, a copy of all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead, the payrolls only need to include an individually identifying number for each employee (e.g., the last four digits of the employee’s social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/agencies/whd/forms or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors.

HUD-4010 (06/2022)
Previous editions are obsolete. Page 3 of 5 ref. Handbook 1344.1 Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee, the contractor, or the Wage and Hour Division of the U.S.

Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to HUD or its designee. (Approved by the Office of Management and Budget under OMB Control Number 1235-0008.) (B) Each payroll submitted shall be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information required to be provided under 29 CFR

5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR 5.5(a)(3)(i), and that such information is correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract; and
(C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the “Statement of Compliance” required by subparagraph (a)(3)(ii)(b).
(D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 3729 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under subparagraph (a)(3)(i) available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the U.S. Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and Trainees.
(i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency (where appropriate), to be eligible for probationary employment as an apprentice.

The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman’s hourly rate) specified in the contractor’s or subcontractor’s registered program shall be observed.

Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice’s level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination.

Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program.

HUD-4010 (06/2022)
Previous editions are obsolete. Page 4 of 5 ref. Handbook 1344.1 If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed, unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee’s level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed.

In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
(iii) Equal employment opportunity. The utilization of apprentices, trainees, and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30.
(5) Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this Contract.
(6) Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs (1) through (11) in this paragraph (a) and such other clauses as HUD or its designee may, by appropriate instructions, require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. (7) Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. (8) Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this Contract. (9) Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this Contract shall not be subject to the general disputes clause of this Contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives.
(10) Certification of Eligibility.
(i) By entering into this Contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.

HUD-4010 (06/2022)
Previous editions are obsolete. Page 5 of 5 ref. Handbook 1344.1 (ii) No part of this Contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.
(iii) Anyone who knowingly makes, presents, or submits a false, fictitious, or fraudulent statement, representation or certification is subject to criminal, civil and/or administrative sanctions, including fines, penalties, and imprisonment (e.g., 18 U.S.C. §§ 287, 1001, 1010, 1012; 31 U.S.C. §§ 3729, 3802. (11) Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic, to whom the wage, salary, or other labor standards provisions of this Contract are applicable, shall be discharged or in any other manner discriminated against by the contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer.

B. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The provisions of this paragraph (b) are applicable where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms “laborers” and “mechanics” include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work, which may require or involve the employment of laborers or mechanics, shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek, unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph B(1) of this paragraph, the contractor, and any subcontractor responsible therefor, shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph B(1) of this paragraph, in the sum set by the U.S.

Department of Labor at 29 CFR 5.5(b)(2) for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in subparagraph B(1) of this paragraph. In accordance with the Federal Civil Penalties Inflation Adjustment Act of 1990 (28 U.S.C. § 2461 Note), the DOL adjusts this civil monetary penalty for inflation no later than January 15 each year. (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall, upon its own action or upon written request of an authorized representative of the U.S. Department of Labor, withhold or cause to be withheld from any moneys payable on account of work performed by the contractor or subcontractor under any such contract, or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages, as provided in the clause set forth in subparagraph B(2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph B(1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs B(1) through (4) of this paragraph.

C. HEALTH AND SAFETY
The provisions of this paragraph (c) are applicable where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his or her health and safety, as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.
(2) The contractor shall comply with all regulations issued by the Secretary of Labor pursuant to 29 CFR Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96), 40 U.S.C. § 3701 et seq.
(3) The contractor shall include the provisions of this paragraph in every subcontract, so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/111/71
"General Decision Number: CA20230018 04/21/2023
Superseded General Decision Number: CA20220018
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 |
|into on or after January 30, | generally applies to the | |2022, or the contract is | contract. |
|renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at |
|after January 30, 2022: | least $16.20 per hour (or |
| | the applicable wage rate |
| | listed on this wage |
| | determination, if it is |
| | higher) for all hours |
| | spent performing on the |
| | contract in 2023. |
|______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. |
|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the |
| | applicable wage rate listed|
| | on this wage determination,|
| | if it is higher) for all |
| | hours spent performing on |
| | that contract in 2023. |
|______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 2/71
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date
0 01/06/2023
1 01/13/2023
2 01/20/2023
3 02/10/2023
4 02/24/2023
5 03/03/2023
6 03/10/2023
7 03/17/2023
8 03/31/2023
9 04/07/2023
10 04/14/2023
11 04/21/2023
ASBE0016-004 01/01/2021
AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,

MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &

TOULMNE COUNTIES
AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)
Area 1......................$ 30.45 10.60
Area 2......................$ 36.53 9.27
---------------------------------------------------------------- ASBE0016-008 02/01/2023
AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN MATEO, SANTA CLARA, & SANTA CRUZ
AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, SAN JOAQUIN, STANISLAUS, & TUOLUMNE
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 80.91 23.82
Area 2......................$ 62.26 23.82
---------------------------------------------------------------- BOIL0549-001 01/01/2021
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 3/71
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
AREA 2: REMAINING COUNTIES
Rates Fringes

BOILERMAKER
Area 1......................$ 49.62 41.27
Area 2......................$ 45.60 38.99
---------------------------------------------------------------- BRCA0003-001 08/01/2022
Rates Fringes
MARBLE FINISHER..................$ 39.20 18.31
---------------------------------------------------------------- BRCA0003-003 08/01/2022
Rates Fringes
MARBLE MASON.....................$ 56.98 28.54
---------------------------------------------------------------- BRCA0003-005 05/01/2022
Rates Fringes

BRICKLAYER
( 1) Fresno, Kings,
Madera, Mariposa, Merced....$ 47.88 23.29
( 7) San Francisco, San
Mateo.......................$ 53.69 26.03
( 8) Alameda, Contra
Costa, San Benito, Santa
Clara.......................$ 53.61 23.81
( 9) Calaveras, San
Joaquin, Stanislaus,
Toulumne....................$ 45.12 21.55
(16) Monterey, Santa Cruz...$ 50.78 25.42
---------------------------------------------------------------- BRCA0003-008 07/01/2022
Rates Fringes
TERRAZZO FINISHER................$ 41.93 18.98
TERRAZZO WORKER/SETTER...........$ 56.84 27.53
---------------------------------------------------------------- BRCA0003-011 04/01/2022
AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz
AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne
AREA 3: Fresno, Kings, Madera, Mariposa, Merced
Rates Fringes

TILE FINISHER
Area 1......................$ 33.86 17.54
Area 2......................$ 30.90 17.67
Area 3......................$ 29.89 16.80
Tile Layer
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 4/71
Area 1......................$ 55.41 20.50
Area 2......................$ 50.66 20.40
Area 3......................$ 45.76 19.92
---------------------------------------------------------------- CARP0022-001 07/01/2021
San Francisco County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0034-001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.-deeper $5.00 per foot
SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
---------------------------------------------------------------- CARP0034-003 07/01/2021
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 5/71
Rates Fringes
Piledriver.......................$ 54.10 34.69
---------------------------------------------------------------- CARP0035-007 07/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties
Rates Fringes
Modular Furniture Installer
Area 1
Installer..................$ 28.76 22.53
Lead Installer.............$ 32.21 23.03
Master Installer...........$ 36.43 23.03
Area 2
Installer..................$ 26.11 22.53
Lead Installer.............$ 29.08 23.03
Master Installer...........$ 32.71 23.03
Area 3
Installer..................$ 25.16 22.53
Lead Installer.............$ 27.96 23.03
Master Installer...........$ 31.38 23.03
---------------------------------------------------------------- CARP0035-008 08/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: San Joaquin
AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties
Rates Fringes
Drywall Installers/Lathers:

Area 1......................$ 52.65 31.26
Area 2......................$ 46.77 31.26
Area 3......................$ 47.27 31.26
Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper
Area 1......................$ 26.33 18.22
Area 2......................$ 23.39 18.22
Area 3......................$ 23.64 18.22
Area 4......................$ 22.97 18.22
---------------------------------------------------------------- CARP0152-001 07/01/2020
Contra Costa County
Rates Fringes
Carpenters
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 6/71
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 52.80 30.82
Journeyman Carpenter........$ 52.65 30.82
Millwright..................$ 52.75 32.41
---------------------------------------------------------------- CARP0152-002 07/01/2020
San Joaquin County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 46.92 30.82
Journeyman Carpenter........$ 46.77 30.82
Millwright..................$ 49.27 32.41
---------------------------------------------------------------- CARP0152-004 07/01/2020
Calaveras, Mariposa, Merced, Stanislaus and Tuolumne Counties Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
---------------------------------------------------------------- CARP0217-001 07/01/2021
San Mateo County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0405-001 07/01/2021
Santa Clara County
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 7/71
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0405-002 07/01/2021
San Benito County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0505-001 07/01/2021
Santa Cruz County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0605-001 07/01/2021
Monterey County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0701-001 07/01/2021
5/30/23, 12:54 PM SAM.gov
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Fresno and Madera Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- CARP0713-001 07/01/2021
Alameda County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP1109-001 07/01/2021
Kings County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- ELEC0006-004 12/01/2021

SAN FRANCISCO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 48.43 3%+23.15
Technician..................$ 55.69 3%+23.15
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
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their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0006-007 01/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
ELECTRICIAN......................$ 84.50 3%+40.315
---------------------------------------------------------------- ELEC0100-002 03/01/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 43.50 27.655
---------------------------------------------------------------- ELEC0100-005 12/01/2022

FRESNO, KINGS, MADERA
Rates Fringes
Communications System
Installer...................$ 38.24 23.80
Technician..................$ 47.80 24.08

SCOPE OF WORK
Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance,
background-foreground music, intercom and telephone
interconnect, inventory control systems, microwave
transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
Background foreground music, Intercom and telephone
interconnect systems, Telephone systems Nurse call systems, Radio page systems, School intercom and sound systems,
Burglar alarm systems, Low voltage, master clock systems, Multi-media/multiplex systems, Sound and musical
entertainment systems, RF systems, Antennas and Wave Guide, B. FIRE ALARM SYSTEMS Installation, wire pulling and testing 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 10/71
C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems Video security systems, Video
entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV
D. SECURITY SYSTEMS Perimeter security systems Vibration sensor systems Card access systems Access control systems, Sonar/infrared monitoring equipment
E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation) Inventory Control Systems, Digital Data Systems Broadband and
Baseband and Carriers Point of Sale Systems, VSAT Data
Systems Data Communication Systems RF and Remote Control Systems, Fiber Optic Data Systems
WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems).

Chases and/or nipples (not to exceed 10 feet) may be
installed on open wiring systems. Energy management
systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the
scope). Fire alarm systems when installed in raceways
(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply:

1. The project involves new or major remodel building trades construction.

2. The conductors for the fire alarm system are installed in conduit.
---------------------------------------------------------------- ELEC0234-001 12/26/2022

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

ELECTRICIAN
Zone A......................$ 60.91 29.43
Zone B......................$ 67.00 29.61
Zone A: All of Santa Cruz, Monterey, and San Benito Counties within 25 air miles of Highway 1 and Dolan Road in Moss Landing, and an area extending 5 miles east and west of Highway 101 South to the San Luis Obispo County Line
Zone B: Any area outside of Zone A
---------------------------------------------------------------- ELEC0234-003 12/01/2021

MONTEREY, SAN BENITO, AND SANTA CRUZ COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 47.93 24.09
Technician..................$ 55.12 24.30
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 11/71
data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0302-001 02/27/2023

CONTRA COSTA COUNTY
Rates Fringes
CABLE SPLICER....................$ 68.92 32.67
ELECTRICIAN......................$ 61.26 32.44
---------------------------------------------------------------- ELEC0302-003 12/01/2022

CONTRA COSTA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 46.64 25.30
Technician..................$ 53.64 25.51
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0332-001 06/01/2022
5/30/23, 12:54 PM SAM.gov
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SANTA CLARA COUNTY
Rates Fringes
CABLE SPLICER....................$ 92.20 42.316
ELECTRICIAN......................$ 80.17 41.955
FOOTNOTES: Work under compressed air or where gas masks are required, orwork on ladders, scaffolds, stacks, ""Bosun's chairs,"" or other structures and where the workers are not protected by permanent guard rails at a distance of 40 to 60 ft. from the ground or supporting structures: to be paid one and one-half times the straight-time rate of pay.

Work on structures of 60 ft. or over (as described above):
to be paid twice the straight-time rate of pay.
---------------------------------------------------------------- ELEC0332-003 12/01/2022

SANTA CLARA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.18 25.435
Technician..................$ 58.86 25.666
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0595-001 06/01/2021

ALAMEDA COUNTY
Rates Fringes
CABLE SPLICER....................$ 72.80 3%+39.94
ELECTRICIAN......................$ 63.30 3%+39.94
---------------------------------------------------------------- ELEC0595-002 12/01/2022

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
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https://sam.gov/wage-determination/CA20230018/11 13/71
CABLE SPLICER....................$ 53.34 7.75%+25.88

ELECTRICIAN
(1) Tunnel work.............$ 46.67 7.75%+25.88
(2) All other work.........$ 44.45 7.75%+25.88
---------------------------------------------------------------- ELEC0595-006 12/01/2022

ALAMEDA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.18 3%+23.90
Technician..................$ 58.86 3%+23.90
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0595-008 12/01/2022

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
Communications System
Installer...................$ 40.88 3%+23.90
Technician..................$ 47.01 3%+23.90
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
5/30/23, 12:54 PM SAM.gov
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involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0617-001 06/01/2022

SAN MATEO COUNTY
Rates Fringes
ELECTRICIAN......................$ 74.00 43.76
---------------------------------------------------------------- ELEC0617-003 12/01/2022

SAN MATEO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.18 25.44
Technician..................$ 58.86 25.67
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0684-001 06/01/2022

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
ELECTRICIAN......................$ 44.25 3%+26.63
CABLE SPLICER = 110% of Journeyman Electrician
---------------------------------------------------------------- ELEC0684-004 12/01/2021

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
Communications System
Installer...................$ 38.24 23.80
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 15/71
Technician..................$ 43.98 23.97
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC1245-001 06/01/2022
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 50.00 21.30
(3) Groundman...............$ 38.23 20.89
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0008-001 01/01/2023
Rates Fringes
ELEVATOR MECHANIC................$ 77.61 37.335+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0003-001 06/28/2021
""AREA 1"" WAGE RATES ARE LISTED BELOW
5/30/23, 12:54 PM SAM.gov
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""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.

SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 53.92 31.54
GROUP 2.....................$ 52.39 31.54
GROUP 3.....................$ 50.91 31.54
GROUP 4.....................$ 49.53 31.54
GROUP 5.....................$ 48.26 31.54
GROUP 6.....................$ 46.94 31.54
GROUP 7.....................$ 45.80 31.54
GROUP 8.....................$ 44.66 31.54
GROUP 8-A...................$ 42.45 31.54
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
OPERATOR: Power Equipment
(Piledriving - AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection - AREA 1:)
GROUP 1
Cranes.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
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Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:

GROUP 1....................$ 47.52 31.15
GROUP 1-A..................$ 49.99 31.15
GROUP 2....................$ 46.26 31.15
GROUP 3....................$ 44.93 31.15
GROUP 4....................$ 43.79 31.15
GROUP 5....................$ 42.65 31.15
UNDERGROUND:

GROUP 1....................$ 47.42 31.15
GROUP 1-A..................$ 49.89 31.15
GROUP 2....................$ 46.16 31.15
GROUP 3....................$ 44.83 31.15
GROUP 4....................$ 43.69 31.15
GROUP 5....................$ 42.55 31.15
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo-Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.

GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy-duty
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drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy-duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller
Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor-drawn scraper; Tractor, compressor drill
combination; Welder; Woods-Mixer (and other similar Pugmill equipment)
GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T-600B rock cutter or similar
GROUP 6: Armor-Coater (or similar); Ballast jack tamper; Boom- type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self- propelled pipeline wrapping machine; Tractor;
Self-loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual-purpose
A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self-propelled automatically applied concrete curing 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 19/71
mahcine (on streets, highways, airports and canals);
Self-propelled compactor (without dozer); Signalperson; Slip-form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir-debris tug (self- propelled floating); Ross Carrier (construction site);
Rotomist operator; Self-propelled tape machine; Shuttlecar; Self-propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper
----------------------------------------------------------

ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self-propelled boom-type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A-frame truck,
non-rotating over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) - under 15 tons;
-----------------------------------------------------------

PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self-propelled boom-type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 20/71
up to and including 100 tons; Fundex F-12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self- propelled boom-type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy-duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
-------------------------------------------------------------

STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self- propelled boom-type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder
GROUP 5: Boom cat
-------------------------------------------------------------- --

TUNNEL AND UNDERGROUND WORK
GROUP 1-A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy-duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
----------------------------------------------------------- AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS, 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 21/71

MADERA, MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ,

STANISLAUS, TUOLUMNE
AREA 2 -NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern Part
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MADERA COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MARIPOSA COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MONTEREY COUNTY:

Area 1: Remainder
Area 2: Southwestern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- ENGI0003-008 08/01/2022
Rates Fringes
Dredging: (DREDGING:

CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 55.15 35.46
(2) Dredge Dozer; Heavy
duty repairman.............$ 50.19 35.46
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 49.07 35.46
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 45.77 35.46
AREA 2:
(1) Leverman...............$ 57.15 35.46
(2) Dredge Dozer; Heavy
duty repairman.............$ 52.19 35.46
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 51.07 35.46
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 47.77 35.46

AREA DESCRIPTIONS
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 22/71
AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2: MODOC COUNTY
THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Except Eastern part
Area 2: Eastern part

MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: Al but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 23/71
Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Remainder
TEHAMA COUNTY:

Area 1: All but the Western border with Mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeastern border with Shasta County
Area 2: Remainder
TUOLUMNE COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
---------------------------------------------------------------- ENGI0003-019 06/29/2020

SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 39.95 30.28
AREA 2.....................$ 41.95 30.28
GROUP 2
AREA 1.....................$ 36.35 30.28
AREA 2.....................$ 38.35 30.28
GROUP 3
AREA 1.....................$ 31.74 30.28
AREA 2.....................$ 33.74 30.28
GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.

GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment
shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber-Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber-Tired
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 24/71
Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 - MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder

FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder

MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:

Area 1: Central and Southeastern parts
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 25/71
Area 2: Remainder

MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:

Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- IRON0377-001 01/01/2023

ALAMEDA, CONTRA COSTA, SAN MATEO, SANTA CLARA COUNTIES
Rates Fringes
Ironworkers:

Fence Erector...............$ 41.28 25.66
Ornamental, Reinforcing
and Structural..............$ 49.88 34.30
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 26/71
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0377-003 01/01/2023
SAN FRANCISCO CITY and COUNTY
Rates Fringes
Ironworkers:

Fence Erector...............$ 41.28 25.66
Ornamental, Reinforcing
and Structural..............$ 50.38 34.30
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0433-005 01/01/2023

REMAINING COUNTIES
Rates Fringes

IRONWORKER
Fence Erector...............$ 41.28 25.66
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 27/71
Ornamental, Reinforcing
and Structural..............$ 46.20 34.30
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0067-006 03/04/2023
AREA ""1"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES
AREA ""2"" - CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND

TUOLUMNE COUNTIES
Rates Fringes

LABORER (ASBESTOS/MOLD/LEAD

LABORER)
Area 1......................$ 35.25 27.09
Area 2......................$ 34.25 27.09
ASBESTOS REMOVAL-SCOPE OF WORK: Site mobilization; initial site clean-up; site preparation; removal of
asbestos-containing materials from walls and ceilings; or from pipes, boilers and mechanical systems only if they are being scrapped; encapsulation, enclosure and disposal of asbestos-containing materials by hand or with equipment or machinery; scaffolding; fabrication of temporary wooden barriers; and assembly of decontamination stations.
---------------------------------------------------------------- LABO0073-002 06/28/2021

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 28/71
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0073-003 07/01/2022

SAN JOAQUIN COUNTY
Rates Fringes

LABORER
Mason Tender-Brick..........$ 35.29 25.21
---------------------------------------------------------------- LABO0073-005 07/01/2021
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0073-007 06/25/2018

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS)
Construction Specialist
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 29/71
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20

LABORER (GUNITE)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31

LABORER (WRECKING)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 30/71
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 31/71
shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- * LABO0073-009 07/01/2022

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 38.02 28.25
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0261-003 06/28/2021

SAN FRANCISCO AND SAN MATEO COUNTIES
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 32/71
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0261-005 07/01/2021

SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0261-009 06/25/2018

SAN FRANCISCO, AND SAN MATEO COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 33/71
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 31.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
Laborers: (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 34/71
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 35/71
of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0261-011 07/01/2022
SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes
MASON TENDER, BRICK..............$ 36.05 27.12
FOOTNOTES: Underground work such as sewers, manholes, catch basins, sewer pipes, telephone conduits, tunnels and cut trenches: $5.00 per day additional. Work in live sewage:
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 36/71
$2.50 per day additional.
---------------------------------------------------------------- LABO0261-014 07/01/2022
SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes
PLASTER TENDER...................$ 40.48 30.23
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0270-003 06/28/2021
AREA A: SANTA CLARA
AREA B: MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person
Area A.....................$ 34.48 26.21
Area B.....................$ 33.48 26.21
Traffic Control Person I
Area A.....................$ 34.78 26.21
Area B.....................$ 33.78 26.21
Traffic Control Person II
Area A.....................$ 32.28 26.21
Area B.....................$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0270-004 07/01/2021

MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 37/71
Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0270-005 07/01/2022

MONTEREY AND SAN BENITO COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 35.29 25.21
---------------------------------------------------------------- LABO0270-007 06/25/2018

MONTEREY, SAN BENITO, AND SANTA CRUZ, COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS - AREA B)
Construction Specialist
Group.......................$ 30.40 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS - AREA B)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20

LABORER (GUNITE - AREA B)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31

LABORER (WRECKING - AREA B)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 38/71
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 39/71
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 40/71
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0270-010 06/25/2018

SANTA CLARA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
--------------------------------------------------------- 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 41/71

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 42/71
work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 43/71
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- * LABO0270-011 07/01/2022

MONTEREY, SAN BENITO, SANTA CRUZ, SANTA CLARA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.23 29.59
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-001 07/01/2022

FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes
LABORER (Brick)
Mason Tender-Brick..........$ 35.29 25.21
---------------------------------------------------------------- LABO0294-002 06/28/2021

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0294-005 07/01/2021

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 44/71
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0294-008 06/25/2018

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING - AREA B:)
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 45/71
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 46/71
of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 47/71
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- * LABO0294-010 07/01/2022

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender.................$ 38.02 28.25
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- * LABO0294-011 07/01/2022

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 38.02 28.25
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0304-002 06/28/2021

ALAMEDA COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 48/71
cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0304-003 07/01/2021

ALAMEDA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0304-004 06/25/2018

ALAMEDA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 49/71
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 50/71
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 51/71
and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0304-005 07/01/2022

ALAMEDA COUNTY
Rates Fringes
Brick Tender.....................$ 36.05 27.12
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- * LABO0304-008 07/01/2022
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Plasterer tender.................$ 40.48 30.23
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 52/71
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0324-002 06/28/2021

CONTRA COSTA COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0324-006 06/25/2018

CONTRA COSTA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 37.82 24.11
GROUP 2.....................$ 37.59 24.11
GROUP 3.....................$ 37.34 24.11
GROUP 4.....................$ 36.89 24.11
GROUP 5.....................$ 36.35 24.11
Shotcrete Specialist........$ 38.34 24.11

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0324-012 06/25/2018
5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 53/71

CONTRA COSTA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 1-g...................$ 30.99 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and 5/30/23, 12:54 PM SAM.gov
https://sam.gov/wage-determination/CA20230018/11 54/71
worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade 5/30/23, 12:54 PM SAM.gov
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checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
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GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
---------------------------------------------------------------- LABO0324-014 07/01/2022
CONTRA COSTA COUNTY:

Rates Fringes
Brick Tender.....................$ 36.05 27.12
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- * LABO0324-018 07/01/2022
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Plasterer tender.................$ 40.48 30.23
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO1130-002 06/28/2021

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO1130-003 06/26/2017

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 36.60 24.83
GROUP 2.....................$ 36.37 24.83
GROUP 3.....................$ 36.12 24.83
GROUP 4.....................$ 35.67 24.83
GROUP 5.....................$ 35.13 24.83
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Shotcrete Specialist........$ 37.12 24.83

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO1130-005 07/01/2022

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 35.29 25.21
---------------------------------------------------------------- LABO1130-007 06/25/2018

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE , COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 29.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 29.75 22.31
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GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types 5/30/23, 12:54 PM SAM.gov
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regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.