14097- CONTRACT.PDF

SERIAL 14097-S INSTALLATION OF PAINT STRIPES AND MARKINGS
DATE OF LAST REVISION: January 21, 2015 CONTRACT END DATE: January 31, 2017
CONTRACT PERIOD THROUGH JANUARY 31, 2017
TO: All Departments
FROM: Office of Procurement Services
SUBJECT: Contract for INSTALLATION OF PAINT STRIPES AND MARKINGS
Attached to this letter is published an effective purchasing contract for products and/or services to be supplied to
Maricopa County activities as awarded by Maricopa County on January 21, 2015 (Eff. 02/01/15).
All purchases of products and/or services listed on the attached pages of this letter are to be obtained from the
vendor holding the contract. Individuals are responsible to the vendor for purchases made outside of contracts.
The contract period is indicated above.
Wes Baysinger, Chief Procurement Officer
Office of Procurement Services
DW/jl
Attach
Copy to: Office of Procurement Services
Valerie Chavez, MCDOT
(Please remove Serial 10139-S from your contract notebooks)

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
COMPANY NAME: Franklin Striping Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 2832 s 45th st Phoenix, AZ 85040
REMIT TO ADDRESS: 2832 s 45th st Phoenix, AZ 85040
TELEPHONE NUMBER: 480-898-1180
FACSIMILE NUMBER: 480-668-9688
WEB SITE: franklinstriping.com
REPRESENTATIVE NAME: Randy Franklin
REPRESENTATIVE TELEPHONE NUMBER: 602-695-9748
REPRESENTATIVE E-MAIL: randy@franklinstriping.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE FROM
THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
2% 10 DAYS NET 30 DAYS
SECOND CALL
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Roadway Striping w/beads $0.11 1 linear foot Roadway Striping w/beads (Long Line) –
(Long Line) - WHITE WHITE Estimated Annual usage: 180000 LF
Roadway Striping w/beads $0.11 1 linear foot Pict Roadway Striping w/beads (Long Line) –
(Long Line) - YELLOW YELLOW Estimated Annual usage: 140000 LF
Intersection Striping - $0.45 1 linear foot Intersection Striping - Cross walk (12")
Cross walk/Stop Bar (12 (White or Yellow) Estimated Annual usage:
inches) (White or Yellow) 500 LF
Intersection Striping - $0.22 1 linear foot Intersection Striping - Islands Estimated
Islands (8 inches) Annual usage: 500 LF
Intersection Striping - $35.00 1 each Intersection Striping - Arrows (LT. RT. &
Arrows (LT. RT. & ST.) ST.) Estimated Annual usage: 10 EA
Railroad Pavement $0.90 1 linear foot Railroad Pavement Marking - Stop Bar
Marking - Stop Bar (24 Estimated Annual usage: 108 LF
inches)
Railroad Pavement $0.80 1 linear foot Railroad Pavement Marking – (X)ing
Marking - (X)ing Pavement Marking (16") Estimated
Pavement Marking (16 Annual usage: 60 LF
inches)

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Railroad Pavement $50.00 1 each Railroad Pavement Marking – (R.R) Pavement
Marking - (R.R.) Pavement Marking Estimated Annual usage: 3 EA
Marking
Bike Lane Symbol $35.00 1 each Bike Lane Symbol Estimated Annual usage: 6
EA
Yield Symbol 18" (Sharks $15.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording - All $20.00 1 each Pavement Wording (Example: School Stop
letters and/or Numbers Ahead) All letters and/or Numbers Priced
Individually Estimated Annual usage: 10 EA
Re-Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, No Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping w/beads $0.10 1 linear foot Roadway Striping w/beads (Long Line) -
(Long Line) - WHITE WHITEEstimated Annual usage: 500000 LF
Roadway Striping w/beads $0.10 1 linear foot Roadway Striping w/beads (Long Line) _
(Long Line) - YELLOW YELLOW Estimated Annual usage: 300000 LF
Intersection Striping - $0.40 1 linear foot Intersection Striping - Cross walk (White or
Cross walk/Stop Bar (12 Yellow) Estimated Annual usage: 7200 LF
inches) (White or Yellow)
Intersection Striping - $0.20 1 linear foot Intersection Striping - Islands Estimated
Islands (8 inches) Annual usage: 3200 LF
Intersection Striping - $35.00 1 each Intersection Striping - Arrows (LT. RT. &
Arrows (LT. RT. & ST.) ST.) Estimated Annual usage: 72 EA
Railroad Pavement $0.80 1 linear foot Railroad Pavement Marking - Stop Bar
Marking - Stop Bar (24 Estimated Annual usage: 1000 LF
inches)
Railroad Pavement $0.70 1 linear foot Railroad Pavement Marking - (X) ing
Marking - (X) ing Pavement Marking Estimated Annual usage: 60
Pavement Marking LF
Railroad Pavement $45.00 1 each Railroad Pavement Marking - (R.R.)
Marking - (R.R.) Pavement Pavement Marking Estimated Annual usage: 3
Marking EA
Bike Lane Symbol $30.00 1 each Bike Lane Symbol Estimated Annual usage:
50 EA
Yield Symbol 18" (Sharks $15.00 1 each Estimated Annual usage: 6 EA
Teeth)
Pavement Wording - All $20.00 1 each Pavement Wording (Example: School Stop
letters and/or Numbers Ahead) All letters and/or Numbers Priced
Individually Estimated Annual usage: 10 EA
New Striping, AZDOT New Spec Thermoplastic (Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long $0.35 1 linear foot Roadway Striping (Long Line) - 60 mils thick
Line) - 60 mils thick Estimated Annual usage: 100 LF
Roadway Striping (Long $0.45 1 linear foot Roadway Striping (Long Line) - 90 mils thick
Line) - 90 mils thick Estimated Annual usage: 100 LF

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
New Striping, AZDOT New Spec Thermoplastic (Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long $0.65 1 linear foot Roadway Striping (Long Line) - 120 mils
Line) - 120 mils thick thick Estimated Annual usage: 100 LF
Intersection Striping (at $2.00 1 linear foot Intersection Striping (at 120 mils thick) -
120 mils thick) - Cross Cross walk (White or Yellow)Estimated
walk & Stop Bar (12") Annual usage:1000 LF
Intersection Striping (at $1.30 1 linear foot Intersection Striping (at 120 mils thick) –
120 mils thick) - Islands Islands Estimated Annual usage: 500 LF
(8")
Intersection Striping (at $135.00 1 each Intersection Striping (at 120 mils thick) -
120 mils thick) - Arrows Arrows (LT. RT. & ST.) Estimated
(LT. RT. & ST.) Annual usage: 150 EA
Railroad Pavement $3.50 1 linear foot Railroad Pavement Marking (120 mils thick) -
Marking (120 mils thick) - Stop Bar Estimated Annual usage: 100 LF
Stop Bar (24")
Railroad Pavement $2.00 1 linear foot Railroad Pavement Marking (120 mils thick) -
Marking (120 mils thick) - "X" ing Pavement Marking Estimated Annual
"X" ing Pavement Marking usage: 100 LF
Railroad Pavement $100.00 1 each Railroad Pavement Marking (120 mils thick) -
Marking (120 mils thick) - "R.R." Pavement Marking Estimated Annual
"R.R." Pavement Marking usage: 2 EA
Bike Lane Symbol $175.00 1 each Bike Lane Symbol Estimated Annual usage: 2
EA
Yield Symbol 18" (Sharks $25.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording (120 $75.00 1 each PAVEMENT WORDING (120 mils)
mils) - All letters and/or (Example: School Stop Ahead) All letters
Numbers and/or Numbers Priced Individually Estimated
Annual usage: 10 EA
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long $0.32 1 linear foot Roadway Striping (Long Line) - 60 mils thick
Line) - 60 mils thick Estimated Annual usage: 30000 LF
Roadway Striping (Long $0.42 1 linear foot Roadway Striping (Long Line) - 90 mils thick
Line) - 90 mils thick Estimated Annual usage: 500 LF
Roadway Striping (Long $0.62 1 linear foot Roadway Striping (Long Line) - 120 mils
Line) - 120 mils thick thick Estimated Annual usage: 500 LF
Intersection Striping (at $1.80 1 linear foot Intersection Striping (at 120 mils thick) -
120 mils thick) - Cross Cross walk (White or Yellow) Estimated
walk & Stop Bar (12") Annual usage: 24000 LF
Intersection Striping (at $1.15 1 linear foot Intersection Striping (at 120 mils thick) -
120 mils thick) - Islands Islands Estimated Annual usage: 2000 LF
(8")
Intersection Striping (at $125.00 1 each Intersection Striping (at 120 mils thick) -
120 mils thick) - Arrows Arrows (LT. RT. & ST.) Estimated
(LT. RT. & ST.) Annual usage: 120 EA

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Railroad Pavement $3.30 1 linear foot Railroad Pavement Marking (120 mils thick) -
Marking (120 mils thick) - Stop Bar Estimated Annual usage: 5000 LF
Stop Bar (24")
Railroad Pavement $1.80 1 linear foot Railroad Pavement Marking (120 mils thick) -
Marking (120 mils thick) - "X" ing Pavement Marking Estimated Annual
"X" ing Pavement Marking usage: 500 LF
Railroad Pavement $100.00 1 each Railroad Pavement Marking (120 mils thick) -
Marking (120 mils thick) - (R.R.) Pavement Marking Estimated Annual
"R.R." Pavement Marking usage: 6 EA
Bike Lane Symbol $175.00 1 each Bike Lane Symbol Estimated Annual usage:
6 EA
Yield Symbol 18" (Sharks $25.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording (120 $75.00 1 each Pavement Wording (120 mils)(Example:
mils) - All Letters and/or School Stop Ahead) All letters and/or
Numbers Numbers Priced Individually Estimated
Annual usage: 10 EA
Installation of Raised Reflective Pavement Markers
Title Unit Price Qty UofM Description
3M 290 - 2-way 1-color $2.75 1 each Stimsonite Markers - 2-way 1-color "Full
"Full size" Type H size" 3M 290 - 2-way 1-color "Full size"
Estimated Annual usage: 2000 EA
3M 290 - 2-way 1-color $2.75 1 each Stimsonite Markers - 2-way 1-color "Full
"Full size" Type D size" 3M 290 - 2-way 1-color "Full size"
Estimated Annual usage: 5000 EA
3M 290 - 1-way only "Full $2.75 1 each Stimsonite Markers - 1-way only "Full size"
size" Type G 3M 290 - 1-way only "Full size" Estimated
Annual usage: 5000 EA
3M 290 - 2-way 1-color $2.75 1 each Stimsonite Markers - 2-way 1-color "Full
"Full size" Type BB size" 3M 290 - 2-way 1-color "Full size"
Estimated Annual usage: 50 EA
3M 290- 2-way 2-color $2.75 1 each Stimsonite Markers - 2-way 2-color "Full
"Full size" size" 3M 290- 2-way 2-color "Full size"
Estimated Annual usage: 50 EA
Guardrail/Barrier $2.75 1 each Guardrail/Barrier Delineator (Reflectorized) –
Delineator (Reflectorized) YELLOW Estimated Annual usage: 25 EA
- YELLOW
Guardrail/Barrier $2.75 1 each Guardrail/Barrier Delineator (Reflectorized) –
Delineator (Reflectorized) WHITE Estimated Annual usage: 25 EA
- WHITE
Ceramic Button (3/4" x 4") $2.75 1 each Ceramic Button (3/4" * 4") (Non-
(Non-Reflectorized) - Reflectorized) –YELLOW Estimated Annual
YELLOW usage: 200 EA
Ceramic Button (3/4" x 4") $2.75 1 each Ceramic Button (3/4" * 4") (Non-
(Non-Reflectorized) - Reflectorized) – WHITE Estimated Annual
WHITE usage: 200 EA

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
Installation of Raised Reflective Pavement Markers
Title Unit Price Qty UofM Description
Ceramic Button (3/4" x 4") $2.75 1 each Ceramic Button (3/4" * 4") (Non-
(Non-Reflectorized) - Reflectorized) – BLACK Estimated Annual
BLACK usage: 200 EA
Raised Pavement Marker $25.00 1 each Recessing w/Marker Estimated Annual
Recessing usage: 200 EA
Removal of Existing Pavement Markings / Markers
Title Unit Price Qty UofM Description
Paint $0.50 1 linear foot Estimated Annual usage: 500 LF
Tape/Cold Plastic $0.70 1 linear foot Estimated Annual usage: 100 LF
Thermoplastic $0.60 1 linear foot Estimated Annual usage: 5000 LF
Guardrail/Jersey Barrier Markers $1.50 1 each Estimated Annual usage: 25 EA
Arrows (LT. RT. & ST.) $50.00 1 each Estimated Annual usage: 5 EA
Removal of Existing Pavement Markings / Markers
Title Unit Price Qty UofM Description
Railroad Pavement Marking (R.R.) $70.00 1 each Estimated Annual usage: 2 EA
Pavement Marking
Bike Lane Symbol $45.00 1 each Estimated Annual usage: 2 EA
Pavement Wording - All letters $25.00 1 each Estimated Annual usage: 2 EA
and/or Numbers
Raised Pavement Marker Removal $1.50 1 each Estimated Annual usage: 1000 EA
Asphalt Slurry Type II - $5.00 1 square yard Estimated Annual usage: 2500
Obliterated Road Marking Sealant
(MAG Section 460.2)
Traffic Control
Title Unit Price Qty UofM Description
SIGNS - Large Sign 48" x 48" $0.60 1 day Please provide your daily rate.
(2304 Sq. In.) or Larger
SIGNS - Medium Sign 36" x 36" $0.45 1 day Please provide your daily rate.
(1296-2303 Sq. In.)
SIGNS - Small Sign 24" x 24" (576- $0.38 1 day Please provide your daily rate.
1295 Sq. In.)
WARNING LIGHTS (FLASHERS) $0.22 1 day Please provide your daily rate.
- Type A Low Intensity Flashing
warning light
WARNING LIGHTS (FLASHERS) $0.25 1 day Please provide your daily rate.
- Type B High Intensity Flashing
warning light
WARNING LIGHTS (FLASHERS) $0.25 1 day Please provide your daily rate.
- Type C Low Intensity Steady Burn
warning light
WARNING LIGHTS (FLASHERS) $0.25 1 day Please provide your daily rate.
- Type D 360 Degree Steady Burn
warning light
BARRICADES CONES $0.30 1 day Please provide your daily rate.
MISCELLANEOUS - Type I
Barricade - Vertical Panel

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
Traffic Control
Title Unit Price Qty UofM Description
BARRICADES CONES $1.50 1 day Please provide your daily rate.
MISCELLANEOUS - Portable Sign
Stand (spring stand)
BARRICADES CONES $0.30 1 day Please provide your daily rate.
MISCELLANEOUS - Traffic Cone
Reflectorized 28 Inches
BARRICADES CONES $1.25 1 day Please provide your daily rate.
MISCELLANEOUS - Sand Bag
BARRICADES CONES $2.50 1 day Please provide your daily rate.
MISCELLANEOUS - Flag
BARRICADES CONES $35.00 1 day Please provide your daily rate.
MISCELLANEOUS - Arrow
Boards
BARRICADES CONES $55.00 1 day Please provide your daily rate.
MISCELLANEOUS - Portable
Variable Message Signs Three-Line
PILOT CAR RENTAL WITH $65.00 1 hour Please provide your hourly rate.
DRIVER
Traffic Control
Title Unit Price Qty UofM Description
BARRICADE TRUCK RENTAL $60.00 1 hour Barricade Truckwith Driver Please provides
WITH DRIVER your hourly rate.
BARRICADE TRUCK MOUNTED $105.00 1 hour Please provide your hourly rate.
ATTENUATOR WITH DRIVER
Flagger $45.00 1 hour Flagger with flagger paddle (Does not include
truck) Please provide your hourly rate.
Traffic Control Technician $55.00 1 hour Traffic Control Technician (Does not include
truck) Please provide your hourly rate.
Traffic Supervisor $65.00 1 hour Please provide your hourly rate.
PURCHASE AND $1.50 1 each 2-Way Double-faced chip seal road markers
INSTALLATION/REMOVAL OF with double clear protective cover.
SUPPLIES - 2 Way
PURCHASE AND $1.50 1 each 1-way Chip seal marker with double clear
INSTALLATION/REMOVAL OF protective cover.
SUPPLIES - 1 Way
PURCHASE AND $1.00 1 each Chip Seal Marker Removal As Directed by
INSTALLATION/REMOVAL OF Engineer's Representative.
SUPPLIES - Chip Seal
MOBILIZATION AND $300.00 1 day Zone 1 (Phoenix metropolitan area out to Deer
DEMOBILIZATION (TRAVEL Valley Road to the north Pima Roadalignment
TIME) - Zone 1 to the east Elliot Road alignment to the south
Cotton Lane alignmentto the west)
MOBILIZATION AND $350.00 1 day Zone 2 (Deer Valley alignment north to the
DEMOBILIZATION (TRAVEL county line Pima Road alignment east to
TIME) - Zone 2 thecounty line Elliot Road south to the SR238
alignment and Cotton Lane alignmentwest to
the 339th Avenue alignment)
MOBILIZATION AND $400.00 1 day Zone 3 (West of 339th Avenue to the county
DEMOBILIZATION (TRAVEL line and south of SR238 to the county line)
TIME) - Zone 3

SERIAL 14097-S
FRANKLIN STRIPING INC 2832 S 45TH ST PHOENIX, AZ 85040
Uniformed Off-Duty Officers / Vehicle (Minimum 4 Hours)
Supplier Regular Pay Overtime Pay Vehicle Hourly Rate Description
Franklin Striping Inc[Ad] $75.00 n/a $20.00 Please provide your hourly
rate.
PRICING SHEET: NIGP 63066, 63166, 91276
Terms: 2% 10 DAYS NET 30 DAYS
Vendor Number: 2011005580 0
Certificates of Insurance Required
Contract Period: To cover the period ending January 31, 2017

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
COMPANY NAME: MRM Construction Services
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 4806 S. 16th Street Phoenix, AZ 85040
REMIT TO ADDRESS: 4806 S. 16th Street Phoenix, AZ 85040
TELEPHONE NUMBER: 602-340-0738
FACSIMILE NUMBER: 602-340-0487
WEB SITE: mrmcs.net
REPRESENTATIVE NAME: Eric Varela
REPRESENTATIVE TELEPHONE NUMBER: 602-301-0100
REPRESENTATIVE E-MAIL: eric@mrmcs.net
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE FROM
THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
CHOOSE PAYMENT TERMS WILL RESULT IN A DEFAULT TO NET 30 DAYS.
NET 30 DAYS
THIRD CALL
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Roadway Striping w/beads $0.10 1 linear foot Roadway Striping w/beads (Long Line) –
(Long Line) - WHITE WHITE Estimated Annual usage: 180000 LF
Roadway Striping w/beads $0.10 1 linear foot Pict Roadway Striping w/beads (Long Line) –
(Long Line) - YELLOW YELLOW Estimated Annual usage: 140000 LF
Intersection Striping - Cross $0.30 1 linear foot Intersection Striping - Cross walk (12")
walk/Stop Bar (12 inches) (White or Yellow) Estimated Annual usage:
(White or Yellow) 500 LF
Intersection Striping - Islands $0.20 1 linear foot Intersection Striping - Islands (8")
(8 inches) Estimated Annual usage: 500 LF
Intersection Striping - Arrows $40.00 1 each Intersection Striping - Arrows (LT. RT. &
(LT. RT. & ST.) ST.) Estimated Annual usage: 10 EA
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Railroad Pavement Marking - $0.95 1 linear foot Railroad Pavement Marking - Stop Bar
Stop Bar (24 inches) Estimated Annual usage: 108 LF

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Railroad Pavement Marking - $0.85 1 linear foot Railroad Pavement Marking -
(X)ing Pavement Marking “X"ing Pavement Marking
(16 inches) Estimated Annual usage: 60 LF
Railroad Pavement Marking - $40.00 1 each Railroad Pavement Marking – (R.R.) Pavement
(R.R.) Pavement Marking Marking Estimated Annual usage: 3 EA
Bike Lane Symbol $40.00 1 each Bike Lane Symbol Estimated Annual usage: 6
EA
Yield Symbol 18" (Sharks $5.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording - All $15.00 1 each Pavement Wording (Example: School Stop
letters and/or Numbers Ahead) All letters and/or Numbers Priced
Individually Estimated Annual usage: 10 EA
Re-Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, No Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping w/beads $0.09 1 linear foot Roadway Striping w/beads (Long Line) -
(Long Line) - WHITE WHITEEstimated Annual usage: 500000 LF
Roadway Striping w/beads $0.09 1 linear foot Roadway Striping w/beads (Long Line) -
(Long Line) - YELLOW YELLOW Estimated Annual usage: 300000 LF
Intersection Striping - Cross $0.30 1 linear foot Intersection Striping - Cross walk (White or
walk/Stop Bar (12 inches) Yellow) Estimated Annual usage: 7200 LF
(White or Yellow)
Intersection Striping - Islands $0.18 1 linear foot Intersection Striping - Islands Estimated
(8 inches) Annual usage: 3200 LF
Intersection Striping - Arrows $35.00 1 each Intersection Striping - Arrows (LT. RT. &
(LT. RT. & ST.) ST.) Estimated Annual usage: 72 EA
Railroad Pavement Marking - $0.85 1 linear foot Railroad Pavement Marking - Stop Bar
Stop Bar (24 inches) Estimated Annual usage: 1000 LF
Railroad Pavement Marking - $0.60 1 linear foot Railroad Pavement Marking - (X) ing
(X) ing Pavement Marking Pavement Marking Estimated Annual usage: 60
LF
Railroad Pavement Marking - $40.00 1 each Railroad Pavement Marking - (R.R.) Pavement
(R.R.) Pavement Marking Marking Estimated Annual usage: 3 EA
Bike Lane Symbol $40.00 1 each Bike Lane Symbol Estimated Annual usage: 50
EA
Yield Symbol 18" (Sharks $4.00 1 each Estimated Annual usage: 6 EA
Teeth)
Pavement Wording - All $12.50 1 each Pavement Wording (Example: School Stop
letters and/or Numbers Ahead) All letters and/or Numbers Priced
Individually Estimated Annual usage: 10 EA
New Striping, AZDOT New Spec Thermoplastic (Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long $0.30 1 linear foot Roadway Striping (Long Line) - 60 mils thick
Line) - 60 mils thick Estimated Annual usage: 100 LF

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
New Striping, AZDOT New Spec Thermoplastic (Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long $0.34 1 linear foot Roadway Striping (Long Line) - 90 mils thick
Line) - 90 mils thick Estimated Annual usage: 100 LF
Roadway Striping (Long $0.38 1 linear foot Roadway Striping (Long Line) - 120 mils thick
Line) - 120 mils thick Estimated Annual usage: 100 LF
Intersection Striping (at 120 $1.20 1 linear foot Intersection Striping (at 120 mils thick) - Cross
mils thick) - Cross walk & walk (White or Yellow)Estimated Annual
Stop Bar (12") usage:1000 LF
Intersection Striping (at 120 $0.80 1 linear foot Intersection Striping (at 120 mils thick) -
mils thick) - Islands (8") Islands Estimated Annual usage: 500 LF
Intersection Striping (at 120 $100.00 1 each Intersection Striping (at 120 mils thick) -
mils thick) - Arrows (LT. RT. Arrows (LT. RT. & ST.) Estimated
& ST.) Annual usage: 150 EA
Railroad Pavement Marking $2.40 1 linear foot Railroad Pavement Marking (120 mils thick) -
(120 mils thick) - Stop Bar Stop Bar Estimated Annual usage: 100 LF
(24")
Railroad Pavement Marking $1.75 1 linear foot Railroad Pavement Marking (120 mils thick) -
(120 mils thick) - "X" ing "X" ing Pavement Marking Estimated Annual
Pavement Marking usage: 100 LF
Railroad Pavement Marking $100.00 1 each Railroad Pavement Marking (120 mils thick) -
(120 mils thick) -"R.R." "R.R." Pavement Marking Estimated Annual
Pavement Marking usage: 2 EA
Bike Lane Symbol $75.00 1 each Bike Lane Symbol Estimated Annual usage: 2
EA
Yield Symbol 18" (Sharks $10.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording (120 $40.00 1 each PAVEMENT WORDING (120 mils)
mils) - All letters and/or (Example: School Stop Ahead) All letters
Numbers and/or Numbers Priced Individually Estimated
Annual usage: 10 EA
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long $0.28 1 linear foot Roadway Striping (Long Line) - 60 mils thick
Line) - 60 mils thick Estimated Annual usage: 30000 LF
Roadway Striping (Long $0.32 1 linear foot Roadway Striping (Long Line) - 90 mils thick
Line) - 90 mils thick Estimated Annual usage: 500 LF
Roadway Striping (Long $0.59 1 linear foot Roadway Striping (Long Line) - 120 mils thick
Line) - 120 mils thick Estimated Annual usage: 500 LF
Intersection Striping (at 120 $1.67 1 linear foot Intersection Striping (at 120 mils thick) - Cross
mils thick) - Cross walk & walk (White or Yellow) Estimated Annual
Stop Bar (12") usage: 24000 LF
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Intersection Striping (at 120 $1.27 1 linear foot Intersection Striping (at 120 mils thick) -
mils thick) - Islands (8") Islands Estimated Annual usage: 2000 LF

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Intersection Striping (at 120 $135.00 1 each Intersection Striping (at 120 mils thick) -
mils thick) - Arrows (LT. RT. Arrows (LT. RT. & ST.) Estimated
& ST.) Annual usage: 120 EA
Railroad Pavement Marking $3.34 1 linear foot Railroad Pavement Marking (120 mils thick) -
(120 mils thick) - Stop Bar Stop Bar Estimated Annual usage: 5000 LF
(24")
Railroad Pavement Marking $1.60 1 linear foot Railroad Pavement Marking (120 mils thick) -
(120 mils thick) - "X" ing "X" ing Pavement Marking Estimated Annual
Pavement Marking usage: 500 LF
Railroad Pavement Marking $80.00 1 each Railroad Pavement Marking (120 mils thick) -
(120 mils thick) -"R.R." (R.R.) Pavement Marking Estimated Annual
Pavement Marking usage: 6 EA
Bike Lane Symbol $75.00 1 each Bike Lane Symbol Estimated Annual usage: 6
EA
Yield Symbol 18" (Sharks $15.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording (120 $40.00 1 each Pavement Wording (120 mils)(Example:
mils) - All Letters and/or School Stop Ahead) All letters and/or
Numbers Numbers Priced Individually Estimated
Annual usage: 10 EA
Installation of Raised Reflective Pavement Markers
Title Unit Qty UofM Description
Price
3M 290 - 2-way 1-color "Full $4.50 1 each Stimsonite Markers - 2-way 1-color "Full size"
size" Type H 3M 290 - 2-way 1-color "Full size" Estimated
Annual usage: 2000 EA
3M 290 - 2-way 1-color "Full $4.50 1 each Stimsonite Markers - 2-way 1-color "Full size"
size" Type D 3M 290 - 2-way 1-color "Full size" Estimated
Annual usage: 5000 EA
3M 290 - 1-way only "Full $4.50 1 each Stimsonite Markers - 1-way only "Full size"
size" Type G 3M 290 - 1-way only "Full size" Estimated
Annual usage: 5000 EA
3M 290 - 2-way 1-color "Full $4.50 1 each Stimsonite Markers - 2-way 1-color "Full size"
size" Type BB 3M 290 - 2-way 1-color "Full size" Estimated
Annual usage: 50 EA
3M 290- 2-way 2-color "Full $4.50 1 each Stimsonite Markers - 2-way 2-color "Full size"
size" 3M 290- 2-way 2-color "Full size" Estimated
Annual usage: 50 EA
Guardrail/Barrier Delineator $4.00 1 each Guardrail/Barrier Delineator (Reflectorized) –
(Reflectorized) - YELLOW YELLOW Estimated Annual usage: 25 EA
Guardrail/Barrier Delineator $4.00 1 each Guardrail/Barrier Delineator (Reflectorized) –
(Reflectorized) - WHITE WHITE Estimated Annual usage: 25 EA

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
Installation of Raised Reflective Pavement Markers
Title Unit Price Qty UofM Description
Ceramic Button (3/4" x 4") $4.00 1 each Ceramic Button (3/4" * 4") (Non-Reflectorized) -
(Non-Reflectorized) - YELLOW Estimated Annual usage: 200 EA
YELLOW
Ceramic Button (3/4" x 4") $4.00 1 each Ceramic Button (3/4" * 4") (Non-Reflectorized) -
(Non-Reflectorized) - WHITE Estimated Annual usage: 200 EA
WHITE
Ceramic Button (3/4" x 4") $4.00 1 each Ceramic Button (3/4" * 4") (Non-Reflectorized) -
(Non-Reflectorized) - BLACK Estimated Annual usage: 200 EA
BLACK
Raised Pavement Marker $10.00 1 each Recessing w/Marker Estimated Annual usage:
Recessing 200 EA
Removal of Existing Pavement Markings / Markers
Title Unit Price Qty UofM Description
Paint $0.65 1 linear foot Estimated Annual usage: 500 LF
Tape/Cold Plastic $0.65 1 linear foot Estimated Annual usage: 100 LF
Thermoplastic $0.65 1 linear foot Estimated Annual usage: 5000 LF
Guardrail/Jersey Barrier Markers $2.00 1 each Estimated Annual usage: 25 EA
Arrows (LT. RT. & ST.) $100.00 1 each Estimated Annual usage: 5 EA
Railroad Pavement Marking (R.R.) $100.00 1 each Estimated Annual usage: 2 EA
Pavement Marking
Bike Lane Symbol $50.00 1 each Estimated Annual usage: 2 EA
Pavement Wording - All letters and/or $75.00 1 each Estimated Annual usage: 2 EA
Numbers
Raised Pavement Marker Removal $2.00 1 each Estimated Annual usage: 1000 EA
Asphalt Slurry Type II - Obliterated $2.50 1 square yard Estimated Annual usage: 2500
Road Marking Sealant (MAG Section
460.2)
Traffic Control
Title Unit Price Qty UofM Description
SIGNS - Large Sign 48" x 48" (2304 Sq. In.) $0.75 1 day Please provide your daily rate.
or Larger
SIGNS - Medium Sign 36" x 36" (1296-2303 $0.75 1 day Please provide your daily rate.
Sq. In.)
SIGNS - Small Sign 24" x 24" (576-1295 Sq. $0.75 1 day Please provide your daily rate.
In.)
WARNING LIGHTS (FLASHERS) - Type $1.25 1 day Please provide your daily rate.
A Low Intensity Flashing warning light
WARNING LIGHTS (FLASHERS) - Type $2.25 1 day Please provide your daily rate.
B High Intensity Flashing warning light
WARNING LIGHTS (FLASHERS) - Type $3.25 1 day Please provide your daily rate.
C Low Intensity Steady Burn warning light
WARNING LIGHTS (FLASHERS) - Type $4.25 1 day Please provide your daily rate.
D 360 Degree Steady Burn warning light

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
Traffic Control
Title Unit Price Qty UofM Description
BARRICADES CONES $0.50 1 day Please provide your daily rate.
MISCELLANEOUS - Type I Barricade -
Vertical Panel
BARRICADES CONES $0.50 1 day Please provide your daily rate.
MISCELLANEOUS - Portable Sign Stand
(spring stand)
BARRICADES CONES $0.50 1 day Please provide your daily rate.
MISCELLANEOUS - Traffic Cone
Reflectorized 28 Inches
BARRICADES CONES $1.50 1 day Please provide your daily rate.
MISCELLANEOUS - Sand Bag
BARRICADES CONES $2.00 1 day Please provide your daily rate.
MISCELLANEOUS - Flag
BARRICADES CONES $35.00 1 day Please provide your daily rate.
MISCELLANEOUS - Arrow Boards
BARRICADES CONES $65.00 1 day Please provide your daily rate.
MISCELLANEOUS - Portable Variable
Message Signs Three-Line
PILOT CAR RENTAL WITH DRIVER $55.00 1 hour Please provide your hourly rate.
BARRICADE TRUCK RENTAL WITH $65.00 1 hour Barricade Truckwith Driver Please
DRIVER provide your hourly rate.
BARRICADE TRUCK MOUNTED $75.00 1 hour Please provide your hourly rate.
ATTENUATOR WITH DRIVER
Flagger $25.00 1 hour Flagger with flagger paddle (Does
not include truck) Please provide
your hourly rate.
Traffic Control Technician $30.00 1 hour Traffic Control Technician (Does not
include truck) Please provide your
hourly rate.
Traffic Supervisor $35.00 1 hour Please provide your hourly rate.
PURCHASE AND $3.00 1 each 2-Way Double-faced chip seal road
INSTALLATION/REMOVAL OF markers with double clear protective
SUPPLIES - 2 Way cover.
PURCHASE AND $3.00 1 each 1-way Chip seal marker with double
INSTALLATION/REMOVAL OF clear protective cover.
SUPPLIES - 1 Way
PURCHASE AND $3.00 1 each Chip Seal Marker Removal As
INSTALLATION/REMOVAL OF Directed by Engineer's
SUPPLIES - Chip Seal Representative.
MOBILIZATION AND $500.00 1 day Zone 1 (Phoenix metropolitan area
DEMOBILIZATION (TRAVEL TIME) - out to Deer Valley Road to the north
Zone 1 Pima Roadalignment to the east Elliot
Road alignment to the south Cotton
Lane alignmentto the west)
MOBILIZATION AND $600.00 1 day Zone 2 (Deer Valley alignment north
DEMOBILIZATION (TRAVEL TIME) - to the county line Pima Road
Zone 2 alignment east to thecounty line
Elliot Road south to the SR238
alignment and Cotton Lane
alignmentwest to the 339th Avenue
alignment)

SERIAL 14097-S
MRM CONSTRUCTION SERVICES 4806 S. 16TH STREET PHOENIX, AZ 85040
Traffic Control
Title Unit Price Qty UofM Description
MOBILIZATION AND $700.00 1 day Zone 3 (West of 339th Avenue to the
DEMOBILIZATION (TRAVEL TIME) - county line and south of SR238 to the
Zone 3 county line)
Uniformed Off-Duty Officers / Vehicle (Minimum 4 Hours)
Supplier Regular Pay Overtime Pay Vehicle Hourly Rate Description
MRM Construction Services $55.00 $82.5 $10.00 Please provide your
hourly rate.
PRICING SHEET: NIGP 63066, 63166, 91276
Terms: NET 30 DAYS
Vendor Number: 2011005573 0
Certificates of Insurance Required
Contract Period: To cover the period ending January 31, 2017

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
COMPANY NAME: Roadsafe Traffic Systems, Inc.
DOING BUSINESS AS (DBA) NAME: N/A
MAILING ADDRESS: 3015 E Illini St Phoenix, AZ 85040
REMIT TO ADDRESS: 3015 E Illini St Phoenix, AZ 85040
TELEPHONE NUMBER: 602-243-1218
FACSIMILE NUMBER: 602-243-3470
WEB SITE: www.roadsafetraffic.com
REPRESENTATIVE NAME: Tim Passaglia
REPRESENTATIVE TELEPHONE NUMBER: 602-243-1218
REPRESENTATIVE E-MAIL: tpassaglia@roadsafetraffic.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE FROM
THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
NET 60 DAYS
FIRST CALL
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Roadway Striping w/beads $0.07 1 linear foot Roadway Striping w/beads (Long Line) –
(Long Line) - WHITE WHITE Estimated Annual usage: 180000 LF
Roadway Striping w/beads $0.07 1 linear foot Pict Roadway Striping w/beads (Long Line)
(Long Line) - YELLOW – YELLOW Estimated Annual usage:
140000 LF
Intersection Striping - Cross $0.40 1 linear foot Intersection Striping - Cross walk (12")
walk/Stop Bar (12 inches) (White or Yellow) Estimated Annual usage:
(White or Yellow) 500 LF
Intersection Striping - Islands $0.20 1 linear foot Intersection Striping - Islands (8")
(8 inches) Estimated Annual usage: 500 LF
New Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, Layout Required
Title Unit Price Qty UofM Description
Intersection Striping - Arrows $0.45 1 each Intersection Striping - Arrows (LT. RT.
(LT. RT. & ST.) & ST.) Estimated Annual usage: 10 EA
Railroad Pavement Marking - $0.90 1 linear foot Railroad Pavement Marking - Stop Bar
Stop Bar (24 inches) (24") Estimated Annual usage: 108 LF
Railroad Pavement Marking - $0.85 1 linear foot Railroad Pavement Marking – (X)ing
(X)ing Pavement Marking (16 Pavement Marking (16") Estimated
inches) Annual usage: 60 LF

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
Railroad Pavement Marking - $40.00 1 each Railroad Pavement Marking – (R.R.)
(R.R.) Pavement Marking Pavement Marking Estimated Annual usage:
3 EA
Bike Lane Symbol $65.00 1 each Bike Lane Symbol Estimated Annual usage:
6 EA
Yield Symbol 18" (Sharks $10.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording - All $15.00 1 each Pavement Wording (Example: School Stop
letters and/or Numbers Ahead) All letters and/or Numbers Priced
Individually Estimated Annual usage: 10 EA
Re-Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, No Layout Required)
Title Unit Qty UofM Description
Price
Roadway Striping w/beads $0.05 1 linear foot Roadway Striping w/beads
(Long Line) - WHITE (Long Line) - WHITE Estimated
Annual usage: 500000 LF
Roadway Striping w/beads $0.05 1 linear foot Roadway Striping w/beads
(Long Line) - YELLOW (Long Line) _ YELLOW
Estimated Annual usage: 300000
LF
Intersection Striping - Cross $0.35 1 linear foot Intersection Striping - Cross
walk/Stop Bar (12 inches) walk (White or Yellow)
(White or Yellow) Estimated Annual usage: 7200
LF
Intersection Striping - Islands $0.14 1 linear foot Intersection Striping – Islands
(8 inches) Estimated Annual usage: 3200
LF
Intersection Striping - Arrows $35.00 1 each Intersection Striping - Arrows
(LT. RT. & ST.) (LT. RT. & ST.) Estimated
Annual usage: 72 EA
Railroad Pavement Marking - $0.85 1 linear foot Railroad Pavement Marking -
Stop Bar (24 inches) Stop Bar Estimated Annual
usage: 1000 LF
Re-Striping, Water Borne Paint (ADOT Maintenance Formula 1 HB, No Layout Required)
Title Unit Price Qty UofM Description
Railroad Pavement Marking - $40.00 1 each Railroad Pavement Marking - (R.R.)
(R.R.) Pavement Marking Pavement Marking Estimated Annual
usage: 3 EA
Bike Lane Symbol $60.00 1 each Bike Lane Symbol Estimated Annual
usage: 50 EA
Yield Symbol 18" (Sharks $8.00 1 each Estimated Annual usage: 6 EA
Teeth)
Pavement Wording - All $15.00 1 each Pavement Wording (Example:
letters and/or Numbers School Stop Ahead) All letters and/or
Numbers Priced Individually
Estimated Annual usage: 10 EA

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
New Striping, AZDOT New Spec Thermoplastic (Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long Line) $0.21 1 linear foot Roadway Striping (Long Line) - 60
- 60 mils thick mils thick Estimated Annual usage:
100 LF
Roadway Striping (Long Line) $0.28 1 linear foot Roadway Striping (Long Line) - 90
- 90 mils thick mils thick Estimated Annual usage:
100 LF
Roadway Striping (Long Line) $0.32 1 linear foot Roadway Striping (Long Line) - 120
- 120 mils thick mils thick Estimated Annual usage:
100 LF
Intersection Striping (at 120 $1.25 1 linear foot Intersection Striping (at 120 mils
mils thick) - Cross walk & thick) - Cross walk (White or
Stop Bar (12") Yellow)Estimated Annual
usage:1000 LF
Intersection Striping (at 120 $0.85 1 linear foot Intersection Striping (at 120 mils
mils thick) - Islands (8") thick) - Islands Estimated Annual
usage: 500 LF
Intersection Striping (at 120 $90.00 1 each Intersection Striping (at 120 mils
mils thick) - Arrows (LT. RT. thick) - Arrows (LT. RT. & ST.)
& ST.) Estimated Annual usage: 150 EA
Railroad Pavement Marking $2.50 1 linear foot Railroad Pavement Marking (120
(120 mils thick) - Stop Bar mils thick) - Stop Bar Estimated
(24") Annual usage: 100 LF
New Striping, AZDOT New Spec Thermoplastic (Layout Required)
Title Unit Price Qty UofM Description
Railroad Pavement Marking $1.65 1 linear foot Railroad Pavement Marking (120 mils thick)
(120 mils thick) - "X" ing - "X" ing Pavement Marking Estimated
Pavement Marking Annual usage: 100 LF
Railroad Pavement Marking $95.00 1 each Railroad Pavement Marking (120 mils thick)
(120 mils thick) -"R.R." -"R.R." Pavement Marking Estimated
Pavement Marking Annual usage: 2 EA
Bike Lane Symbol $90.00 1 each Bike Lane Symbol Estimated Annual usage:
2 EA
Yield Symbol 18" (Sharks $22.00 1 each Estimated Annual usage:6 EA
Teeth)
Pavement Wording (120 mils) $30.00 1 each PAVEMENT WORDING (120 mils)
- All letters and/or Numbers (Example: School Stop Ahead) All letters
and/or Numbers Priced Individually
Estimated Annual usage: 10 EA
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long Line) $0.22 1 linear foot Roadway Striping (Long Line) - 60 mils thick
- 60 mils thick Estimated Annual usage: 30000 LF
Roadway Striping (Long Line) $0.28 1 linear foot Roadway Striping (Long Line) - 90 mils thick
- 90 mils thick Estimated Annual usage: 500 LF

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Roadway Striping (Long Line) $0.32 1 linear foot Roadway Striping (Long Line) - 120 mils
- 120 mils thick thick Estimated Annual usage: 500 LF
Intersection Striping (at 120 $1.15 1 linear foot Intersection Striping (at 120 mils thick) -
mils thick) - Cross walk & Cross walk (White or Yellow) Estimated
Stop Bar (12") Annual usage: 24000 LF
Intersection Striping (at 120 $0.85 1 linear foot Intersection Striping (at 120 mils thick) -
mils thick) - Islands (8") Islands Estimated Annual usage: 2000 LF
Intersection Striping (at 120 $87.00 1 each Intersection Striping (at 120 mils thick) -
mils thick) - Arrows (LT. RT. Arrows (LT. RT. & ST.) Estimated
& ST.) Annual usage: 120 EA
Railroad Pavement Marking $2.60 1 linear foot Railroad Pavement Marking (120 mils thick) -
(120 mils thick) - Stop Bar Stop Bar Estimated Annual usage: 5000 LF
(24")
Railroad Pavement Marking $1.50 1 linear foot Railroad Pavement Marking (120 mils thick) -
(120 mils thick) - "X" ing "X" ing Pavement Marking Estimated Annual
Pavement Marking usage: 500 LF
Railroad Pavement Marking $90.00 1 each Railroad Pavement Marking (120 mils thick) -
(120 mils thick) -"R.R." (R.R.) Pavement Marking Estimated Annual
Pavement Marking usage: 6 EA
Bike Lane Symbol $85.00 1 each Bike Lane Symbol Estimated Annual usage:
6 EA
Yield Symbol 18" (Sharks $15.00 1 each Estimated Annual usage:6 EA
Teeth)
Re-Striping, AZDOT Spec Thermoplastic (No Layout Required)
Title Unit Price Qty UofM Description
Pavement Wording (120 mils) $26.00 1 each Pavement Wording (120 mils)(Example:
- All Letters and/or Numbers School Stop Ahead) All letters and/or
Numbers Priced Individually Estimated
Annual usage: 10 EA
Installation of Raised Reflective Pavement Markers
Title Unit rice Qty UofM Description
3M 290 - 2-way 1-color "Full $2.25 1 each Stimsonite Markers - 2-way 1-color "Full size" 3M
size" Type H 290 - 2-way 1-color "Full size" Estimated Annual
usage: 2000 EA
3M 290 - 2-way 1-color "Full $2.25 1 each Stimsonite Markers - 2-way 1-color "Full size" 3M
size" Type D 290 - 2-way 1-color "Full size" Estimated Annual
usage: 5000 EA
3M 290 - 1-way only "Full $2.25 1 each Stimsonite Markers - 1-way only "Full size" 3M
size" Type G 290 - 1-way only "Full size" Estimated Annual
usage: 5000 EA
3M 290 - 2-way 1-color "Full $2.25 1 each Stimsonite Markers - 2-way 1-color "Full size" 3M
size" Type BB 290 - 2-way 1-color "Full size" Estimated Annual
usage: 50 EA
3M 290- 2-way 2-color "Full $2.25 1 each Stimsonite Markers - 2-way 2-color "Full size" 3M
size" 290- 2-way 2-color "Full size" Estimated Annual
usage: 50 EA

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
Installation of Raised Reflective Pavement Markers
Title Unit rice Qty UofM Description
Guardrail/Barrier Delineator $2.25 1 each Guardrail/Barrier Delineator (Reflectorized) -
(Reflectorized) - YELLOW YELLOW Estimated Annual usage: 25 EA
Guardrail/Barrier Delineator $2.25 1 each Guardrail/Barrier Delineator (Reflectorized) -
(Reflectorized) - WHITE WHITE Estimated Annual usage: 25 EA
Ceramic Button (3/4" x 4") $2.25 1 each Ceramic Button (3/4" * 4") (Non-Reflectorized) -
(Non-Reflectorized) - YELLOW Estimated Annual usage: 200 EA
YELLOW
Ceramic Button (3/4" x 4") $2.25 1 each Ceramic Button (3/4" * 4") (Non-Reflectorized) -
(Non-Reflectorized) - WHITE WHITE Estimated Annual usage: 200 EA
Ceramic Button (3/4" x 4") $2.25 1 each Ceramic Button (3/4" * 4") (Non-Reflectorized) -
(Non-Reflectorized) - BLACK BLACK Estimated Annual usage: 200 EA
Raised Pavement Marker $6.50 1 each Recessing w/Marker Estimated Annual usage: 200
Recessing EA
Removal of Existing Pavement Markings / Markers
Title Unit Price Qty UofM Description
Paint $0.50 1 linear foot Estimated Annual usage: 500 LF
Tape/Cold Plastic $0.75 1 linear foot Estimated Annual usage: 100 LF
Thermoplastic $0.60 1 linear foot Estimated Annual usage: 5000 LF
Guardrail/Jersey Barrier Markers $1.00 1 each Estimated Annual usage: 25 EA
Arrows (LT. RT. & ST.) $60.00 1 each Estimated Annual usage: 5 EA
Railroad Pavement Marking (R.R.) $90.00 1 each Estimated Annual usage: 2 EA
Pavement Marking
Bike Lane Symbol $65.00 1 each Estimated Annual usage: 2 EA
Removal of Existing Pavement Markings / Markers
Title Unit Price Qty UofM Description
Pavement Wording - All letters $25.00 1 each Estimated Annual usage: 2 EA
and/or Numbers
Raised Pavement Marker Removal $1.00 1 each Estimated Annual usage: 1000 EA
Asphalt Slurry Type II - Obliterated $4.50 1 square yard Estimated Annual usage: 2500
Road Marking Sealant (MAG
Section 460.2)
Traffic Control
Title Unit Price Qty UofM Description
SIGNS - Large Sign 48" x 48" (2304 $1.75 1 day Please provide your daily rate.
Sq. In.) or Larger
SIGNS - Medium Sign 36" x 36" $1.00 1 day Please provide your daily rate.
(1296-2303 Sq. In.)
SIGNS - Small Sign 24" x 24" (576- $0.75 1 day Please provide your daily rate.
1295 Sq. In.)
WARNING LIGHTS (FLASHERS) - $0.25 1 day Please provide your daily rate.
Type A Low Intensity Flashing
warning light

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
Traffic Control
Title Unit Price Qty UofM Description
WARNING LIGHTS (FLASHERS) - $1.00 1 day Please provide your daily rate.
Type B High Intensity Flashing
warning light
WARNING LIGHTS (FLASHERS) - $0.25 1 day Please provide your daily rate.
Type C Low Intensity Steady Burn
warning light
WARNING LIGHTS (FLASHERS) - $3.50 1 day Please provide your daily rate.
Type D 360 Degree Steady Burn
warning light
BARRICADES CONES $0.50 1 day Please provide your daily rate.
MISCELLANEOUS - Type I
Barricade - Vertical Panel
BARRICADES CONES $1.50 1 day Please provide your daily rate.
MISCELLANEOUS - Portable Sign
Stand (spring stand)
BARRICADES CONES $0.50 1 day Please provide your daily rate.
MISCELLANEOUS - Traffic Cone
Reflectorized 28 Inches
BARRICADES CONES $0.50 1 day Please provide your daily rate.
MISCELLANEOUS - Sand Bag
BARRICADES CONES $1.00 1 day Please provide your daily rate.
MISCELLANEOUS - Flag
BARRICADES CONES $20.00 1 day Please provide your daily rate.
MISCELLANEOUS - Arrow Boards
BARRICADES CONES $55.00 1 day Please provide your daily rate.
MISCELLANEOUS - Portable
Variable Message Signs Three-Line
PILOT CAR RENTAL WITH $50.00 1 hour Please provide your hourly rate.
DRIVER
BARRICADE TRUCK RENTAL $50.00 1 hour Barricade Truckwith Driver Please provide
WITH DRIVER your hourly rate.
BARRICADE TRUCK MOUNTED $65.00 1 hour Please provide your hourly rate.
ATTENUATOR WITH DRIVER
Traffic Control
Title Unit Price Qty UofM Description
Flagger $36.00 1 hour Flagger with flagger paddle (Does not
include truck) Please provide your hourly
rate.
Traffic Control Technician $36.00 1 hour Traffic Control Technician (Does not
include truck) Please provide your hourly
rate.
Traffic Supervisor $55.00 1 hour Please provide your hourly rate.
PURCHASE AND $1.00 1 each 2-Way Double-faced chip seal road
INSTALLATION/REMOVAL OF markers with double clear protective
SUPPLIES - 2 Way cover.
PURCHASE AND $1.00 1 each 1-way Chip seal marker with double clear
INSTALLATION/REMOVAL OF protective cover.
SUPPLIES - 1 Way
PURCHASE AND $0.85 1 each Chip Seal Marker Removal As Directed by
INSTALLATION/REMOVAL OF Engineer's Representative.
SUPPLIES - Chip Seal

SERIAL 14097-S
ROADSAFE TRAFFIC SYSTEMS, INC 3015 E ILLINI ST PHOENIX, AZ 85040
Traffic Control
Title Unit Price Qty UofM Description
MOBILIZATION AND $50.00 1 day Zone 1 (Phoenix metropolitan area out to
DEMOBILIZATION (TRAVEL Deer Valley Road to the north Pima
TIME) - Zone 1 Roadalignment to the east Elliot Road
alignment to the south Cotton Lane
alignmentto the west)
MOBILIZATION AND $125.00 1 day Zone 2 (Deer Valley alignment north to the
DEMOBILIZATION (TRAVEL county line Pima Road alignment east to
TIME) - Zone 2 thecounty line Elliot Road south to the
SR238 alignment and Cotton Lane
alignmentwest to the 339th Avenue
alignment)
MOBILIZATION AND $150.00 1 day Zone 3 (West of 339th Avenue to the
DEMOBILIZATION (TRAVEL county line and south of SR238 to
TIME) - Zone 3 thecounty line)
Uniformed Off-Duty Officers / Vehicle (Minimum 4 Hours)
Supplier Regular Pay Overtime Pay Vehicle Hourly Rate Description
roadsafe traffic systems $65.00 $85.00 $8.00 Please provide your hourly
rate.
PRICING SHEET: NIGP 63066, 63166, 91276
Terms: NET 60 DAYS
Vendor Number: 2011001283 0
Certificates of Insurance Required
Contract Period: To cover the period ending January 31, 2017.

SERIAL 14097-S
INSTALLATION OF PAINT STRIPES AND MARKINGS
1.0 INTENT:
The intent of this Invitation for Bid is to establish a contract for the Installation of Paint Stripes and
Markings and the items specifically listed herein for use by the Maricopa County Department of
Transportation.
Other governmental entities under agreement with the County may have access to services provided
hereunder (see also Sections 2.14 and 2.15, below).
The County reserves the right to add additional contractors, at the County’s sole discretion, in cases where
the currently listed contractors are of an insufficient number or skill-set to satisfy the County’s needs or to
ensure adequate competition on any project or task order work.
2.0 SCOPE OF SERVICES:
2.1 PAINT STRIPES AND MARKINGS:
2.1.1 Maricopa County has adopted the Maricopa County Department of Transportation
(MCDOT) Supplement (January 2014 or most recent edition) to M.A.G. Uniform
Standard Specification for Paint Pavement Markings (SECTION 461).
2.1.2 This solicitation is being issued for materials and installation under MCDOT Section 461
with the following exceptions:
2.1.3 The types of paint used for CONTRACTOR application are water borne 100% Acrylic
Polymer Emulsion (high build type) and Crosslink Polymer Emulsion (plastic type) white
and yellow (lead and lead-free). The Pricing Documentation shall indicate the pricing of
each type and the manufacturer’s brand name and product code/series number.
2.1.4 MCDOT Section 461.2.01 “Pavement Marking Paint”:
2.1.4.1 Composition Requirements:
2.1.4.1.1 The pavement marking paint shall be a ready-mixed, one component,
water-borne lead-free traffic line paint, of the correct color, to be
applied to either asphaltic or Portland cement concrete pavement. The
composition of the paint shall be a cross link polymer emulsion
equivalent to or better than Arizona Formula 1 or 2 (See Exhibit 2),
acceptability of proposed equivalency to be determined by the
Engineer. The marking paint shall be a pigmented water-borne paint
containing all the necessary co-solvents, dispersant, wetting agents,
preservatives and all other additives, so that the paint shall retain its
viscosity, stability and all of the properties as specified herein. The
manufacturer shall certify that the product does not contain mercury,
lead, hexavalent chromium, toluene, chlorinated solvents, hydrolysable
chlorine derivatives, ethylene-based glycol ethers and their acetates,
and not any carcinogen, as defined in 29 CFR 1910.1200. Lead content
shall not exceed 0.06 percent of weight of the dry film, and the test for
chromium content shall be negative.
2.1.4.1.2 No glass beads will be allowed in the pavement marking paint. Glass
beads will be applied after the paint has been applied.

SERIAL 14097-S
2.1.4.2 Quantitative Requirements of Mixed Paints:
White Yellow
Pigment:
% by weight, ASTM D 3723, allowable
variation from qualifying sample + 2.0 + 2.0
Non-volatile Content:
% by weight, ASTM D 2369, allowable variation
from qualifying sample + 2.0 + 2.0
Viscosity: Krebs Units at 77º + 1ºF, ASTM D 562 80 – 95 80 – 95
Weight per Gallon
Pounds per gallon at 77º + 1ºF, ASTM D 1475P,
allowable variation from qualifying sample + 0.3 + 0.3
Vehicle Composition:
Vehicle Infrared Spectra, ASTM D 2621,
allowable variation from qualifying sample None None
pH:
ASTM E 70, allowable variation from qualifying
sample + 1.0 + 1.0
Fineness of Dispersion:
HEGMAN, minimum, ASTM D 1210 3.0 3.0
Volatile Organic Compounds:
Pounds per gallon of paint, maximum ASTM D
3960 according to 7.1.2 2.1 2.1
Flash Point:
ºF, minimum, ASTM D 93, Method A 100 100
Dry Time to No Pick up:
With no beads, minutes, maximum ASTM D 711 10 10
Dry Through Time:
Minutes, ASTM D 1640 except no thumb
pressure is used when thumb is rotated 90 degrees
on paint film 20 20
Flexibility:
TT-P-1952D Pass Pass
2.1.5 100% Acrylic Polymer Emulsion
WHITE YELLOW
Pigment, % by weight 60 ± 2 60 ± 2
Vehicle, % by weight 40 ± 2 40 ± 2
Non-Volatile, % by weight of paint 77.0 77.0
Weight per gallon, lbs. Minimum 13.0 13.0
Viscosity, @ 77° F, Kreb Units 80-95 80-95
Grind (Hegman Gauge), minimum 4 4
Field Tested no tracking time 20-90 20-90
under ambient conditions seconds seconds
Dry Through Time, 15 mils wet @ 90% R.H. 125 125
72.5° F, minutes, max ASTM D-1640
VOC (Volatile Organic Content), max. 150 g/l 150 g/l
Contrast Ratio, %, min. 90 90
Reflectance, %, min. 85 50
NOTE: Resin shall be equal to or better than Arizona Formula 5 (See Exhibit 2).

SERIAL 14097-S
2.1.6 Crosslink Polymer Emulsion
WHITE YELLOW
Pigment, % by weight 62 ± 2 62 ± 2
Vehicle, % by weight 38 ± 2 38 ± 2
Non-Volatile, % by weight of paint 77.0 77.0
Weight per gallon, lbs. Minimum 13.5 13.5
Viscosity, @ 77° F, Kreb Units 80-95 80-95
Grind (Hegman Gauge), minimum 4 4
Field Tested no tracking time 20-90 20-90
under ambient conditions seconds seconds
Dry Through Time, 15 mils wet @ 90% R.H. 1 hour 1 hour
72.5° F, minutes, max ASTM D-1640
VOC (Volatile Organic Content), max. 150 g/l 150 g/l
Contrast Ratio, %, min. 90 90
Reflectance, %, min. 85 50
2.1.6.1 NOTE: Resin shall be equal to or better than Rohm & Haas™ Resin HD21.
2.1.6.2 The pavement marking paint shall be a ready-mixed one component, water-
borne lead free traffic of the correct color, to be applied to either Asphaltic or
Portland cement concrete pavement. The composition of the paint shall be a
cross link polymer emulsion equivalent to or better than PervoPlastic™ 6050
Series acceptability of proposed equivalency to be determined by the Engineer.
2.2 THERMOPLASTIC STRIPES AND MARKINGS:
Maricopa County has adopted the Maricopa County Department of Transportation (MCDOT)
Supplement (January 2014 or most recent edition) to M.A.G. Uniform Standard Specification for
Thermoplastic Pavement Markings (SECTION 462).
This solicitation is being issued for materials and installation under MCDOT Section 462.
2.3 RAISED PAVEMENT MARKERS:
2.3.1 Maricopa County has adopted the Maricopa County Department of Transportation
(MCDOT) Supplement (January, 2014 or most recent edition) to M.A.G. Uniform
Standard Specification for Raised Pavement Markers (SECTION 463).
2.3.2 This solicitation is being issued for materials and installation under MCDOT Section 463
with the following additions:
2.3.3 463.2.02 Reflective Pavement Markers:
2.3.4 3M 290 or equal.
2.3.5 The Pricing Documentation shall include the manufacturer’s name and model number for
each type of marker quoted.
2.3.6 Reflective Pavement Markers:
2.3.6.1 The Contracting Agency requires that reflective markers be pressure sensitive
adhesive or non-adhesive with an adhesive surface. The raised pavement marker
shall be both wet and dry retro-reflective, impact resistant, abrasion resistant,
water resistant, and have molded-in body colors and may have application finger
grips.

SERIAL 14097-S
2.3.6.2 Reflective pavement markers shall be of the following type:
2.3.6.2.1 Type D Yellow, two–way
2.3.6.2.2 Type G Clear, one-way
2.3.6.2.3 Type H Yellow, one-way
2.3.6.2.4 Type 911-A Blue, two-way
2.3.6.3 Reflective pavement markers shall be prismatic reflective consisting of a
polycarbonate body and a polycarbonate lens with built-in micro-cube corners.
The lens shall have a protective hard-coat.
2.3.6.4 The exterior surface of the molded body shall be smooth and shall contain one
or two prismatic reflector faces of the color specified.
2.3.6.5 When illuminated by an automobile headlight, the color of the reflectors shall be
an approved clear, yellow, red, blue or green as designated. Reflectors not
meeting the required color may be rejected. The retro reflected color of the
markers lies within the respective retro reflected color gamut coordinates,
plotted on the 1931 CIE Chromaticity (x, y) diagram (TABLE 1) when tested in
accordance with ASTM E811 using CIE Illuminant Source A and viewing
conditions of 0.2 degree observation angle, 0 degree entrance angle. The source
and receptor angular apertures are each 6 minutes of arc.
TABLE 1
WH YL RED GR BLUE
Point # x y x y x y x y x y
1 .310 - .348 .545 - .424 .650 - .330 .009- .733 .039 - .320
2 .453 - .440 .599 - .439 .668 - .330 .288 - .520 .160 - .320
3 .500 - .440 .609 - .390 .734 - .265 .209 - .395 .160 - .240
4 .500 - .380 .597 - .390 .721 - .259 .012 - .494 .183 - .218
5 .440 - .380
6 .310 - .283
2.3.6.6 Permanent reflective pavement markers will be tested for compressive strength,
abrasion resistance and specific intensity. Permanent reflective pavement
markers shall have a thin un-tempered glass or other abrasion material bonded to
the prismatic reflector face to provide an extremely hard and durable, abrasive
resistant reflector surface.
2.3.6.7 The area covered by the glass, or other abrasion resistant surface, shall not be
less than (3) three square inches.
2.3.6.8 The original specific intensity of each reflecting surface for both temporary and
permanent reflective markers shall not be less than the following:
2.3.6.9 (To be measured in accordance with ASTM E809. The photometric quantity to
be measured is the coefficient of retro reflected luminous intensity, expressed as
millicandelas per lux (mcd/lx). One candela per lux equals 10.76 candelas per
foot-candle.)
TABLE 2
Entrance Angle 0 Degree +/- 20 Degrees -0 Degree
Observation Angle .2 Degrees .2 Degrees
Minimum Coefficient

SERIAL 14097-S
Color mcd/lx cd/ftcd mcd/lx cd/ftcd
White 279 3.00 112 1.20
Yellow/Amber 167 1.80 67 0.72
Red 70 0.75 28 0.30
Blue 26 0.28 10 0.11
Green 93 1.00 37 0.40
2.3.6.10 Permanent reflective pavement markers shall be subject to an abrasion resistance
test as follows:
2.3.6.11 Subjecting the entire lens surface to the test described in ASTM D-4280-04
section 9.5 using a sand drop apparatus. After the exposure described the
retroreflected values shall not be less than 0.5 times the values listed in the
specific intensity table (TABLE 2) above.
2.3.6.12 The raised pavement marker shall comply with the initial minimum brightness
requirements in TABLE 2 after conditioning for twelve (12) hours at 145
degrees F +/- 5 degrees F (62.7 degrees C +/- 2.5 degrees C)
2.3.6.13 The body of the raised pavement marker displays no cracking or breakage when
tested according to ASTM D2444 Tup A, using a 1000 gm weight from a height
of 1 meter. The marker is positioned in such a way that the TUP strikes the top
of the marker. The marker lens displays no cracking inside the impact area when
tested according to ASTM D2444 Tup A, using a 1000 gm weight from a height
of 1 meter. The marker is placed in a steel fixture designed to hold the marker
lens horizontal and positioned such that the Tup strikes the center of the lens.
2.3.7 Construction Requirements
2.3.7.1 The portion of the highway to which the raised pavement markers are to be
attached shall be free of dirt, curing compound, grease, oil, moisture, loose or
unsound layers and any other material which could adversely affect the bond of
the adhesive. The pavement must be clean and dry. No rainfall should occur
within 24 hours prior to application. The method of cleaning the pavement
surface and removal of detrimental material is subject to approval by the
Engineer and shall include sweeping and the use of high-pressure air spray.
2.3.7.2 When applying Pressure Sensitive Adhesive Raised Pavement Markers to new
paved asphalt surfaces the markers may be applied immediately following the
final compaction of the asphalt surface by the finishing roller. Caution should be
used to prevent embedment into the fresh, soft asphalt that would limit the
visibility of the lens face. Embedment into the fresh asphalt surface should be
limited to the thickness of the pressure sensitive adhesive pad.
2.3.7.3 Markers should not be placed on asphalt that is showing signs of deterioration,
cracking or failure.
2.3.7.4 New concrete surfaces open to traffic for less than 90 days must have the curing
compound removed prior to application of the pressure sensitive raised
pavement marker. The curing compound may be removed by sandblasting, or
other methods such as hydro-blasting or grinding as approved by the Engineer.
2.3.7.5 Chip Seal surfaces shall be swept of excess aggregate and open to traffic for 30
days prior to installation of the markers. Markers should not be installed on chip
seal surfaces with large, void spaces and/or loose aggregate with a weak bond to
the underlying road surface.
2.3.7.6 Slurry Seal and Fog Seal surfaces must be allowed to completely cool and cure.
In general twenty-four (24) hours is sufficient time to allow placement of the

SERIAL 14097-S
markers. Excess sand applied to soak up surface emulsions must be swept clean
prior to installation of the markers.
2.3.7.7 When installation involves a separate adhesive product the adhesive shall be
placed uniformly on the cleaned pavement surface in an amount sufficient to
result in complete coverage of the area of contact of the markers, with no voids
present and with slight excess after the markers have been placed. The markers
shall be placed in position and pressure applied until firm contact is made with
the pavement. The markers shall be protected against impact until the adhesive
has set to the degree acceptable to the engineer.
2.3.7.8 Excess adhesive on the pavement and on the exposed surfaces of the markers
shall be immediately removed. Thinners or solvents which may be detrimental
to either the markers or the bond provided by the adhesive shall not be used in
removing excess adhesive.
2.3.7.9 Markers shall not be installed when the temperature of the pavement surface or
the atmosphere is less than 60 degrees F, when the relative humidity is 80
percent or higher or when the pavement is not dry. No rainfall should occur
within twenty-four (24) hours prior to application.
2.3.7.10 All markers shall be installed to the line approved by the Engineer and in such a
manner that the reflective face of the markers is perpendicular to a line parallel
to the roadway centerline. No raised pavement markers shall be installed over
longitudinal or traverse joints or seams of the pavement surface. No raised
pavement markers shall be installed over existing pavement markings such as
paint, thermoplastic, or preformed tapes.
2.4 PAVEMENT MARKING "REMOVAL":
The work under this section shall consist of removing all conflicting pavement markings, in
conformance with hazardous waste disposal regulations, raised pavement markers (RPM), chip
seal tabs, pavement tape, barrier/guardrail markers, and any other necessary traffic control devices
deemed necessary by the Engineer. All pavement markings shall be recovered from the roadway
by vacuum method. Removed pavement markers and debris resulting from the removed markings
shall be collected and disposed by the Contractor.
2.4.1 Approved Methods for Water Borne Traffic Paint
2.4.2 Water Blasting
2.4.3 Steel Shot Method (Turbo-Blaster)
2.4.4 Asphaltic Overlay: The asphalt overlay thickness and dimensions shall meet the County
specifications.
2.4.5 Chip Seal: When using this method the entire pavement area shall be covered.
2.4.6 Approved Methods for "Thermoplastic Pavement Markings."
2.4.7 Grinding followed by Water Blasting
2.4.8 Chip Seal: The application of this method depends on the length of time the
Thermoplastic Marking has been on the roadway surface. The use of a chip seal before
grinding/water blasting is at the discretion of the Contractor. If the chip seal does not
adhere to the existing thermoplastic markings, the Contractor shall grind and/or water
blast the thermoplastic markings off and chip seal the exposed area. All costs for this
work shall be borne by the Contractor.

SERIAL 14097-S
When applying the chip seal method, the entire roadway surface, edge of asphalt to edge of
asphalt, shall be covered. Chip seal shall not be applied to a Portland cement surface.
2.4.9 Asphaltic Overlay: The asphalt overlay thickness and dimensions shall meet the County
specifications.
2.4.10 Approved Methods for the Removal of "Raised Pavement Markers."
2.4.11 Hammer/Chisel Method.
2.4.12 Blade (use of Heavy Duty Equipment.
2.5 PAVEMENT PREPARATION:
2.5.1 It shall be the Contractor's responsibility to determine what type of pavement markings
currently exists on the project to be done, and determine the appropriate method of
removal. The final decision for the method of removal must be approved by the Engineer
first.
2.5.2 Any damage to the pavement caused by pavement marking removal shall be repaired by
methods acceptable to the Engineer. When asphalt slurry seal is used to repair damage to
the pavement caused by pavement marking removal or the obliteration of the marks
remaining after the markings have been removed, the asphalt slurry shall be placed
parallel to the new direction of travel and shall not be less than two feet in width.
2.5.3 It will be the Contractor's responsibility to prepare the roadway surface for the
installation of striping and raised pavement markers and R.P.M. All RPM’s shall be
covered up when Slurry Seal & Fog seal is used, and the use of Self Adhesive Markers
will not be permitted. This may include sweeping/brooming, (manually or by machine),
blading (removing mud or dirt) and any other cleaning of the road-way surface to insure
proper installation of striping and markers. (Example: Oil, Grease.)
2.5.4 Contractors will be given a, “Notice to Proceed” for each project. At that time of
notification, the Contractor will inform the County Representative of an estimated project
start date and proposed project end date along with a schedule as to when the work will
be completed.
2.5.5 Contractor will be responsible for their portable traffic control and should comply with
MUTCD & FHWA regulations.
2.6 TEMPORARY TRAFFIC CONTROL
Contractor shall solely provide personnel and equipment for temporary traffic control during
scheduled MCDOT construction/maintenance projects in accordance with the MCDOT MAG
Supplement Section 401.
2.6.1 Scheduled Work Description
2.6.1.1 Setup shall consist of providing traffic control and barricade service while
working on MCDOT right-of-ways. Contractor shall furnish equipment and
labor on an as needed basis. Contractor shall furnish all labor, materials,
services, insurance and equipment necessary for the delivery, placement,
maintenance and removal of barricade equipment, as well as labor for flagging
traffic control purposes.

SERIAL 14097-S
2.6.2 All traffic control plans shall be governed by the following specifications:
2.6.2.1 Manual on Traffic Control Devices (MUTCD) or Uniform Standard
Specifications and Details for Public Works Construction section 401 Traffic
Control.
2.6.2.2 Contractor shall be responsible to prepare specific traffic plans and typical
traffic control plans which may be utilized as requested. Traffic control plans
shall be submitted to MCDOT Traffic Operations for review and approval in
advance of commencing work.
2.6.2.3 Contractor shall only utilize personnel who are certified flaggers. Traffic
Control Technicians shall be ATSSA certified. Flaggers can be certified by
IMSA, ATSSA or LTAP. Flaggers/laborers must be able to converse in the
English language and shall be authorized by Contractor to receive and carry out
directives issued by MCDOT Field Supervisor.
2.6.2.4 Contractor shall have off-duty officer during any setup which will restrict traffic
flow more than one (1) hours while working at a signalized intersection. Access
shall not be closed for fire stations, hospitals, sheriff/police stations or any
public schools.
2.7 USAGE REPORT:
The Contractor shall furnish the County a quarterly usage report delineating the acquisition
activity governed by the Contract. The format of the report shall be approved by the County and
shall disclose the quantity and dollar value of each contract item by individual unit.
2.8 ACCEPTANCE:
Once the Materials have been delivered, the Using Agency shall have a reasonable opportunity to
inspect them. The Using Agency shall have three (3) days to perform its acceptance testing and
inspection of the Products, after which time the Materials shall be deemed accepted unless the
Using Agency rejects the Materials.
2.6 TESTING:
The contractor shall provide certifications for their products prior to installation. Unless otherwise
specified, materials purchased will be inspected by the Using Agency to ensure the Products meet
the quality and quantity requirements of the Specifications. When deemed necessary by the
County, samples of the products may be taken at random from stock received for submission to a
commercial laboratory or other appropriate agency for analysis and tests as to whether the
products conform in all respects to the Specifications. In cases where commercial laboratory
reports indicate that the products do not meet the Specifications, the expense of such analysis is to
be borne by the Contractor.
2.9 FACILITIES:
During the course of this Contract, the County shall provide the Contractor’s personnel with
adequate workspace for consultants and such other related facilities as may be required by
Contractor to carry out its obligation enumerated herein.
2.10 INVOICES AND PAYMENTS:
2.10.1 The Contractor shall submit one (1) legible copy of their detailed invoice before
payment(s) can be made. At a minimum, the invoice must provide the following
information:

SERIAL 14097-S
• Company name, address and contact
• County bill-to name and contact information
• Contract Serial Number
• County purchase order number
• Invoice number and date
• Payment terms
• Date of service or delivery
• Quantity (number of days or weeks)
• Contract Item number(s)
• Description of Purchase (product or services)
• Pricing per unit of purchase
• Freight (if applicable)
• Extended price
• Mileage w/rate (if applicable)
• Arrival and completion time (if applicable)
• Total Amount Due
2.10.2 Problems regarding billing or invoicing shall be directed to the using agency as listed on
the Purchase Order.
2.10.3 Payment shall be made to the Contractor by Accounts Payable through the Maricopa
County Vendor Express Payment Program. This is an Electronic Funds Transfer (EFT)
process. After Contract Award the Contractor shall complete the Vendor Registration
Form located on the County Department of Finance Vendor Registration Web Site
(http://www.maricopa.gov/Finance/Vendors.aspx).
2.10.4 EFT payments to the routing and account numbers designated by the Contractor will
include the details on the specific invoices that the payment covers. The Contractor is
required to discuss remittance delivery capabilities with their designated financial
institution for access to those details.
2.11 TAX:
No tax shall be levied against labor. It is the responsibility of the Contractor to determine any and
all taxes and include the same in proposal price.
2.12 DELIVERY:
It shall be the Contractor’s responsibility to meet the proposed delivery requirements. Maricopa
County reserves the right to obtain services on the open market in the event the Contractor fails to
make delivery and any price differential will be charged against the Contractor.
2.13 FUEL COST PRICE ADJUSTMENT:
2.13.1 This provision provides for limited increased or decreased costs of motor fuels (fuels)
used to perform services under this Contract. This provision does not apply to burner
fuel (i.e. propane, natural gas, fuel oil, used motor oil). It applies to motor fuel only.
Fuel cost adjustments may be either positive or negative. A positive fuel cost adjustment
will result in an increase in payments to Contractor while a negative fuel cost adjustment
will result in a decrease in payments to Contractor.
2.13.2 This provision is intended to minimize risk to both parties to this Contract due to fuel cost
fluctuations that may occur during the term of this Contract. This provision is not
designed to estimate actual quantities of fuel used in providing services under this
Contract, but to provide a reasonable basis for calculating a fuel cost adjustment based on
average conditions.

SERIAL 14097-S
2.13.3 Application of this provision will come into effect upon Contractor submittal of a fuel
cost adjustment request. A request may be submitted only when the increased cost of
fuel, established as a percentage of total contract price (base fuel cost) upon award of this
Contract, exceeds ten (10%) percent of the base fuel cost. The Contractor may request a
fuel surcharge no more than four (4) times annually, during the month(s) of March, June,
September and December. The request must be submitted no later than the tenth (10th) of
the month. Any surcharge shall be effective the first of the following month after receipt
and approval. The date of County approval of a fuel cost adjustment request shall
become the base date for any future Contractor adjustment requests.
2.13.4 Contractor shall include, as part of its price bid, the percentage of total contract price fuel
represents (e.g., fuel cost equals 10% of Contractor cost) (see also, Attachment A,
Vendor Information). This percentage will represent and establish the base fuel cost for
this Contract. The base fuel cost shall be established as the due date for submission of
proposals for this Contract. All subsequent fuel cost adjustments shall be based upon the
date the County approves a Contractor’s request for fuel cost adjustment (e.g. fuel cost
adjustment approved by County on January 1, 2006, January 1, 2006 becomes base date
for any next Contractor request for adjustment).
2.13.5 Fuel Cost Application Requirement. The Contractor must provide documentation
including type of motor fuel and fuel invoices with price of the fuel used in providing
services under this Contract, from the month bids were due and the month of the cost
adjustment request, with any fuel cost adjustment application. The fuel cost adjustment
application must be completed with all applicable data, and signed by the Contractor.
2.13.6 The fuel surcharge shall be based on the current quarterly index of the West Coast
(PADD5) Diesel (On-Highway)-All Types or Reformulated Areas Gasoline compared to
the previous quarterly index period as reported on the Energy Information Administration
(EIA) website: http://www.eia.doe.gov/
2.13.7 The computation of the fuel surcharge amount shall be determined as follows:
2.13.7.1 The fuel cost component from Attachment A (Vendor Information) of the
Contract with Maricopa County, multiplied by the percent of change indicated
by the EIA report from the previous index period.
2.13.7.2 Upon agreement by the County to the surcharge, the County shall issue written
approval of the change prior to any adjusted invoicing submitted for payment.
2.13.7.3 The surcharge shall be added as a separate line item to the invoice.
2.14 STRATEGIC ALLIANCE for VOLUME EXPENDITURES ($AVE):
The County is a member of the $AVE cooperative purchasing group. $AVE includes the State of
Arizona, many Phoenix metropolitan area municipalities, and many K-12 unified school districts.
Under the $AVE Cooperative Purchasing Agreement, and with the concurrence of the successful
Respondent under this solicitation, a member of $AVE may access a contract resulting from a
solicitation issued by the County. If you do not want to grant such access to a member of $AVE,
please state so in your proposal. In the absence of a statement to the contrary, the County will
assume that you do wish to grant access to any contract that may result from this Request for
Proposal.
2.15 INTERGOVERNMENTAL COOPERATIVE PURCHASING AGREEMENTS (ICPA’s)
County currently holds ICPA’s with numerous governmental entities throughout the State of
Arizona. These agreements allow those entities, with the approval of the Contractor, to purchase
their requirements under the terms and conditions of the County Contract. Please indicate on
Attachment A, your acceptance or rejection regarding such participation of other governmental
entities. Your response will not be considered as an evaluation factor in awarding a contract.

SERIAL 14097-S
3.0 CONTRACTUAL TERMS & CONDITIONS:
3.1 CONTRACT TERM:
This Invitation for Bid is for awarding a firm, fixed price purchasing contract to cover a two (2)
year term.
3.2 OPTION TO RENEW:
The County may, at their option and with the approval of the Contractor, renew the term of this
Contract up to a maximum of Four (4) additional years, (or at the County’s sole discretion, extend
the contract on a month to month basis for a maximum of six (6) months after expiration). The
Contractor shall be notified in writing by the Office of Procurement Services of the County’s
intention to renew the contract term at least thirty (30) calendar days prior to the expiration of the
original contract term.
3.3 PRICE ADJUSTMENTS:
Any requests for reasonable price adjustments must be submitted sixty (60) days prior to the
Contract annual anniversary date. Requests for adjustment in cost of labor and/or materials must
be supported by appropriate documentation. If County agrees to the adjusted price terms, County
shall issue written approval of the change. The reasonableness of the request will be determined
by comparing the request with the (Consumer Price Index) or by performing a market survey.
3.4 INDEMNIFICATION:
3.4.1 To the fullest extent permitted by law, Contractor shall defend, indemnify, and hold
harmless County, its agents, representatives, officers, directors, officials, and employees
from and against all claims, damages, losses and expenses, including, but not limited to,
attorney fees, court costs, expert witness fees, and the cost of appellate proceedings,
relating to, arising out of, or alleged to have resulted from the negligent acts, errors,
omissions, mistakes or malfeasance relating to the performance of this Contract.
Contractor’s duty to defend, indemnify and hold harmless County, its agents,
representatives, officers, directors, officials, and employees shall arise in connection with
any claim, damage, loss or expense that is caused by any negligent acts, errors, omissions
or mistakes in the performance of this Contract by the Contractor, as well as any person
or entity for whose acts, errors, omissions, mistakes or malfeasance Contractor may be
legally liable.
3.4.2 The amount and type of insurance coverage requirements set forth herein will in no way
be construed as limiting the scope of the indemnity in this paragraph.
3.4.3 The scope of this indemnification does not extend to the sole negligence of County.
3.5 INSURANCE:
3.5.1 Contractor, at Contractor’s own expense, shall purchase and maintain the herein
stipulated minimum insurance from a company or companies duly licensed by the State
of Arizona and possessing a current A.M. Best, Inc. rating of B++. In lieu of State of
Arizona licensing, the stipulated insurance may be purchased from a company or
companies, which are authorized to do business in the State of Arizona, provided that
said insurance companies meet the approval of County. The form of any insurance
policies and forms must be acceptable to County.
3.5.2 All insurance required herein shall be maintained in full force and effect until all work or
service required to be performed under the terms of the Contract is satisfactorily
completed and formally accepted. Failure to do so may, at the sole discretion of County,
constitute a material breach of this Contract.

SERIAL 14097-S
3.5.3 Contractor’s insurance shall be primary insurance as respects County, and any insurance
or self-insurance maintained by County shall not contribute to it.
3.5.4 Any failure to comply with the claim reporting provisions of the insurance policies or any
breach of an insurance policy warranty shall not affect the County’s right to coverage
afforded under the insurance policies.
3.5.5 The insurance policies may provide coverage that contains deductibles or self-insured
retentions. Such deductible and/or self-insured retentions shall not be applicable with
respect to the coverage provided to County under such policies. Contractor shall be
solely responsible for the deductible and/or self-insured retention and County, at its
option, may require Contractor to secure payment of such deductibles or self-insured
retentions by a surety bond or an irrevocable and unconditional letter of credit.
3.5.6 County reserves the right to request and to receive, within 10 working days, certified
copies of any or all of the herein required insurance certificates. County shall not be
obligated to review policies and/or endorsements or to advise Contractor of any
deficiencies in such policies and endorsements, and such receipt shall not relieve
Contractor from, or be deemed a waiver of County’s right to insist on strict fulfillment of
Contractor’s obligations under this Contract.
3.5.7 The insurance policies required by this Contract, except Workers’ Compensation, and
Errors and Omissions, shall name County, its agents, representatives, officers, directors,
officials and employees as Additional Insureds.
3.5.8 The policies required hereunder, except Workers’ Compensation, and Errors and
Omissions, shall contain a waiver of transfer of rights of recovery (subrogation) against
County, its agents, representatives, officers, directors, officials and employees for any
claims arising out of Contractor’s work or service.
3.5.9 Commercial General Liability:
Commercial General Liability insurance and, if necessary, Commercial Umbrella
insurance with a limit of not less than $2,000,000 for each occurrence, $2,000,000
Products/Completed Operations Aggregate, and $4,000,000 General Aggregate Limit.
The policy shall include coverage for bodily injury, broad form property damage,
personal injury, products and completed operations and blanket contractual coverage, and
shall not contain any provision which would serve to limit third party action over claims.
There shall be no endorsement or modification of the CGL limiting the scope of coverage
for liability arising from explosion, collapse, or underground property damage.
3.5.10 Automobile Liability:
Commercial/Business Automobile Liability insurance and, if necessary, Commercial
Umbrella insurance with a combined single limit for bodily injury and property damage
of not less than $2,000,000 each occurrence with respect to any of the Contractor’s
owned, hired, and non-owned vehicles assigned to or used in performance of the
Contractor’s work or services under this Contract.
3.5.11 Workers’ Compensation:
3.5.11.1 Workers’ Compensation insurance to cover obligations imposed by federal
and state statutes having jurisdiction of Contractor’s employees engaged in the
performance of the work or services under this Contract; and Employer’s
Liability insurance of not less than $1,000,000 for each accident, $1,000,000
disease for each employee, and $1,000,000 disease policy limit.

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3.5.11.2 Contractor waives all rights against County and its agents, officers, directors
and employees for recovery of damages to the extent these damages are
covered by the Workers’ Compensation and Employer’s Liability or
commercial umbrella liability insurance obtained by Contractor pursuant to
this Contract.
3.5.12 Errors and Omissions Insurance:
Errors and Omissions insurance and, if necessary, Commercial Umbrella insurance,
which will insure and provide coverage for errors or omissions of the Contractor, with
limits of no less than $1,000,000 for each claim.
3.5.13 Certificates of Insurance.
3.5.13.1 Prior to commencing work or services under this Contract, Contractor shall
have insurance in effect as required by the Contract in the form provided by
the County, issued by Contractor’s insurer(s), as evidence that policies
providing the required coverage, conditions and limits required by this
Contract are in full force and effect. Such certificates shall be made available
to the County upon ten (10) business days. BY SIGNING THE
AGREEMENT PAGE THE CONTRACTOR AGREES TO THIS
REQUIREMENT AND FAILURE TO MEET THIS REQUIREMENT
WILL RESULT IN CANCELLATION OF CONTRACT.
3.5.13.2 In the event any insurance policy (ies) required by this contract is (are) written
on a “claims made” basis, coverage shall extend for two years past completion
and acceptance of Contractor’s work or services and as evidenced by annual
Certificates of Insurance.
3.5.13.3 If a policy does expire during the life of the Contract, a renewal certificate
must be sent to County fifteen (15) days prior to the expiration date.
3.5.14 Cancellation and Expiration Notice.
Insurance required herein shall not be permitted to expire, be canceled, or materially
changed without thirty (30) days prior written notice to the County.
3.6 PROCUREMENT CARD ORDERING CAPABILITY:
County may determine to use a procurement card that may be used from time-to-time, to place and
make payment for orders under this Contract. Contractors without this capability may be
considered non-responsive and not eligible for award consideration.
3.7 INTERNET ORDERING CAPABILITY:
It is the intent of County to use the Internet to communicate and to place orders under this
Contract. Contractors without this capability may be considered non-responsive and not eligible
for award consideration.
3.8 ORDERING AUTHORITY.
3.8.1 Respondents should understand that any request for purchase of materials or services
shall be accompanied by a valid purchase order, issued by Office of Procurement
Services, or by a Certified Agency Procurement Aid (CAPA).
3.8.2 Maricopa County departments, cities, other counties, schools and special districts,
universities, nonprofit educational and public health institutions may also purchase from
under this Contract at their discretion and/or other state and local agencies (Customers)

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may procure the products under this Contract by the issuance of a purchase order to the
Respondent. Purchase orders must cite the Contract number.
3.8.3 Contract award is in accordance with the Maricopa County Procurement Code. All
requirements for the competitive award of this Contract have been met. A purchase order
for the products is the only document necessary for Customers to purchase and for the
Respondent to proceed with delivery of materials available under this Contract.
3.8.4 Any attempt to represent any product not specifically awarded under this Contract is a
violation of the Contract. Any such action is subject to the legal and contractual remedies
available to the County, inclusive of, but not limited to, Contract cancellation, suspension
and/or debarment of the Respondent.
3.9 REQUIREMENTS CONTRACT:
3.9.1 Contractors signify their understanding and agreement by signing a bid submittal, that the
Contract resulting from the bid will be a requirements contract. However, the Contract
does not guarantee any minimum or maximum number of purchases will be made. It
only indicates that if purchases are made for the materials contained in the Contract, they
will be purchased from the Contractor awarded that item. Orders will only be placed
when the County identifies a need and proper authorization and documentation have been
approved.
3.9.2 County reserves the right to cancel Purchase Orders within a reasonable period of time
after issuance. Should a Purchase Order be canceled, the County agrees to reimburse the
Contractor but only for actual and documentable costs incurred by the Contractor due to
and after issuance of the Purchase Order. The County will not reimburse the Contractor
for any costs incurred after receipt of County notice of cancellation, or for lost profits,
shipment of product prior to issuance of Purchase Order, etc.
3.9.3 Contractors agree to accept verbal notification of cancellation from the Office of
Procurement Services Procurement Officer with written notification to follow. By
submitting a bid in response to this Invitation for Bids, the Contractor specifically
acknowledges to be bound by this cancellation policy.
3.10 UNCONDITIONAL TERMINATION FOR CONVENIENCE:
Maricopa County may terminate the resultant Contract for convenience by providing sixty (60)
calendar days advance notice to the Contractor.
3.11 TERMINATION FOR DEFAULT:
If the Contractor fails to meet deadlines, or fails to provide the agreed upon service/material
altogether, a termination for default will be issued. The termination for default will be issued only
after the County deems that the Contractor has failed to remedy the problem after being
forewarned.
3.12 TERMINATION BY THE COUNTY:
If the Contractor should be adjudged bankrupt or should make a general assignment for the benefit
of its creditors, additionally if a receiver should be appointed on account of its insolvency, the
County may terminate the Contract. If the Contractor should persistently or repeatedly refuse or
should fail, except in cases for which extension of time is provided, to provide enough properly
skilled workers or proper materials, or persistently disregard laws and ordinances, or not proceed
with work or otherwise be guilty of a substantial violation of any provision of this Contract, then
the County may terminate the Contract. Prior to termination of the Contract, the County shall give
the Contractor fifteen- (15) calendar day’s written notice. Upon receipt of such termination notice,
the Contractor shall be allowed fifteen (15) calendar days to cure such deficiencies.

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3.13 STATUTORY RIGHT OF CANCELLATION FOR CONFLICT OF INTEREST:
Notice is given that pursuant to A.R.S. § 38-511 the County may cancel any Contract without
penalty or further obligation within three years after execution of the contract, if any person
significantly involved in initiating, negotiating, securing, drafting or creating the contract on
behalf of the County is at any time while the Contract or any extension of the Contract is in effect,
an employee or agent of any other party to the Contract in any capacity or consultant to any other
party of the Contract with respect to the subject matter of the Contract. Additionally, pursuant to
A.R.S § 38-511 the County may recoup any fee or commission paid or due to any person
significantly involved in initiating, negotiating, securing, drafting or creating the contract on
behalf of the County from any other party to the contract arising as the result of the Contract.
3.14 OFFSET FOR DAMAGES;
In addition to all other remedies at Law or Equity, the County may offset from any money due to
the Contractor any amounts Contractor owes to the County for damages resulting from breach or
deficiencies in performance of the contract.
3.15 ADDITIONS/DELETIONS OF SERVICE:
3.15.1 The County reserves the right to add and/or delete materials to a Contract. If a service
requirement is deleted, payment to the Contractor will be reduced proportionately, to the
amount of service reduced in accordance with the bid price. If additional materials are
required from a Contract, prices for such additions will be negotiated between the
Contractor and the County.
3.15.2 The County reserves the right of final approval on proposed staff for all Task Orders.
Also, upon request by the County, the Contractor will be required to remove any
employees working on County projects and substitute personnel based on the discretion
of the County within two business days, unless previously approved by the County.
3.16 SUBCONTRACTING:
3.16.1 The Contractor may not assign a Contract or Subcontract to another party for
performance of the terms and conditions hereof without the written consent of the
County. All correspondence authorizing subcontracting must reference the Bid Serial
Number and identify the job project.
3.16.2 The Subcontractor’s rate for the job shall not exceed that of the Prime Contractor’s rate,
as bid in the pricing section, unless the Prime Contractor is willing to absorb any higher
rates. The Subcontractor’s invoice shall be invoiced directly to the Prime Contractor,
who in turn shall pass-through the costs to the County, without mark-up. A copy of the
Subcontractor’s invoice must accompany the Prime Contractor’s invoice.
3.17 AMENDMENTS:
All amendments to this Contract shall be in writing and approved/signed by both parties. Maricopa
County Office of Procurement Services shall be responsible for approving all amendments for
Maricopa County.
3.18 ACCESS TO AND RETENTION OF RECORDS FOR THE PURPOSE OF AUDIT AND/OR
OTHER REVIEW:
3.18.1 In accordance with section MCI 371 of the Maricopa County Procurement Code the
Contractor agrees to retain all books, records, accounts, statements, reports, files, and
other records and back-up documentation relevant to this Contract for six (6) years after
final payment or until after the resolution of any audit questions which could be more
than six (6) years, whichever is latest. The County, Federal or State auditors and any

SERIAL 14097-S
other persons duly authorized by the Department shall have full access to, and the right to
examine, copy, and make use of, any and all said materials.
3.18.2 If the Contractor’s books, records , accounts, statements, reports, files, and other records
and back-up documentation relevant to this Contract are not sufficient to support and
document that requested services were provided, the Contractor shall reimburse Maricopa
County for the services not so adequately supported and documented.
3.18.3 If at any time it is determined by the County that a cost for which payment has been made
is a disallowed cost, the County shall notify the Contractor in writing of the
disallowance. The course of action to address the disallowance shall be at sole discretion
of the County, and may include either an adjustment to future claim submitted by the
Contractor by the amount of the disallowance, or to require reimbursement forthwith of
the disallowed amount by the Contractor by issuing a check payable to Maricopa County.
3.19 AUDIT DISALLOWANCES:
If at any time it is determined by the County that a cost for which payment has been made is a
disallowed cost, the County shall notify the Contractor in writing of the disallowance and the
required course of action, which shall be at the option of the County either to adjust any future
claim submitted by the Contractor by the amount of the disallowance or to require repayment of
the disallowed amount by the Contractor forthwith issuing a check payable to Maricopa County.
3.20 VALIDITY:
The invalidity, in whole or in part, of any provision of the Contract shall not void or affect the
validity of any other provision of the Contract.
3.21 RIGHTS IN DATA:
The County shall have the use of data and reports resulting from a Contract without additional cost
or other restriction except as may be established by law or applicable regulation. Each party shall
supply to the other party, upon request, any available information that is relevant to a Contract and
to the performance thereunder.
3.22 RELATIONSHIPS:
In the performance of the services described herein, the Contractor shall act solely as an
independent contractor, and nothing herein or implied herein shall at any time be construed as to
create the relationship of employer and employee, partnership, principal and agent, or joint venture
between the County and the Contractor.
3.23 CERTIFICATION REGARDING DEBARMENT AND SUSPENSION
3.23.1 The undersigned (authorized official signing for the Contractor) certifies to the best of his
or her knowledge and belief, that the Contractor, defined as the primary participant in
accordance with 45 CFR Part 76, and its principals:
3.23.1.1 are not presently debarred, suspended, proposed for debarment, declared
ineligible, or voluntarily excluded from covered transactions by any Federal
Department or agency;
3.23.1.2 have not within 3-year period preceding this Contract been convicted of or
had a civil judgment rendered against them for commission of fraud or a
criminal offense in connection with obtaining, attempting to obtain, or
performing a public (Federal, State or local) transaction or contract under a
public transaction; violation of Federal or State antitrust statues or
commission of embezzlement, theft, forgery, bribery, falsification or
destruction of records, making false statements, or receiving stolen property;

SERIAL 14097-S
3.23.1.3 are not presently indicted or otherwise criminally or civilly charged by a
government entity (Federal, State or local) with commission of any of the
offenses enumerated in paragraph (2) of this certification; and
3.23.1.4 Have not within a 3-year period preceding this Contract had one or more
public transaction (Federal, State or local) terminated for cause of default.
3.23.2 Should the Contractor not be able to provide this certification, an explanation as to why
should be attached to the Contact.
3.23.3 The Contractor agrees to include, without modification, this clause in all lower tier
covered transactions (i.e. transactions with subcontractors) and in all solicitations for
lower tier covered transactions related to this Contract.
3.24 VERIFICATION REGARDING COMPLIANCE WITH ARIZONA REVISED STATUTES §41-
4401 AND FEDERAL IMMIGRATION LAWS AND REGULATIONS:
3.24.1 By entering into the Contract, the Contractor warrants compliance with the Immigration
and Nationality Act (INA using e-verify) and all other federal immigration laws and
regulations related to the immigration status of its employees and A.R.S. §23-214(A). The
contractor shall obtain statements from its subcontractors certifying compliance and shall
furnish the statements to the Procurement Officer upon request. These warranties shall
remain in effect through the term of the Contract. The Contractor and its subcontractors
shall also maintain Employment Eligibility Verification forms (I-9) as required by the
Immigration Reform and Control Act of 1986, as amended from time to time, for all
employees performing work under the Contract and verify employee compliance using the
E-verify system and shall keep a record of the verification for the duration of the
employee’s employment or at least three years, whichever is longer. I-9 forms are available
for download at USCIS.GOV.
3.24.2 The County retains the legal right to inspect contractor and subcontractor employee
documents performing work under this Contract to verify compliance with paragraph 3.24.1
of this Section. Contractor and subcontractor shall be given reasonable notice of the
County’s intent to inspect and shall make the documents available at the time and date
specified. Should the County suspect or find that the Contractor or any of its subcontractors
are not in compliance, the County will consider this a material breach of the contract and
may pursue any and all remedies allowed by law, including, but not limited to: suspension
of work, termination of the Contract for default, and suspension and/or debarment of the
Contractor. All costs necessary to verify compliance are the responsibility of the
Contractor.
3.25 CONTRACTOR LICENSE REQUIREMENT:
3.25.1 The Respondent shall procure all permits, insurance, licenses and pay the charges and
fees necessary and incidental to the lawful conduct of his/her business, and as necessary
complete any required certification requirements, required by any and all governmental
or non-governmental entities as mandated to maintain compliance with and in good
standing for all permits and/or licenses. The Respondent shall keep fully informed of
existing and future trade or industry requirements, Federal, State and Local laws,
ordinances, and regulations which in any manner affect the fulfillment of a Contract and
shall comply with the same. Contractor shall immediately notify both Office of
Procurement Services and the using agency of any and all changes concerning permits,
insurance or licenses.
3.25.2 Respondents furnishing finished products, materials or articles of merchandise that will
require installation or attachment as part of the Contract, shall possess any licenses
required. A Respondent is not relieved of its obligation to posses the required licenses by
subcontracting of the labor portion of the Contract. Respondents are advised to contact

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the Arizona Registrar of Contractors, Chief of Licensing, at (602) 542-1525 to ascertain
licensing requirements for a particular contract. Respondents shall identify which
license(s), if any, the Registrar of Contractors requires for performance of the Contract.
3.26 INFLUENCE
As prescribed in MC1-1202 of the Maricopa County Procurement Code, any effort to influence an
employee or agent to breach the Maricopa County Ethical Code of Conduct or any unethical
conduct may be grounds for Disbarment or Suspension under MC1-902.
An attempt to influence includes, but is not limited to:
3.26.1 A Person offering or providing a gratuity, gift, tip, present, donation, money,
entertainment or educational passes or tickets, or any type valuable contribution or
subsidy,
3.26.2 That is offered or given with the intent to influence a decision, obtain a contract, garner
favorable treatment, or gain favorable consideration of any kind.
If a Person attempts to influence any employee or agent of Maricopa County, the Chief
Procurement Officer, or his designee, reserves the right to seek any remedy provided by the
Maricopa County Procurement Code, any remedy in equity or in the law, or any remedy provided
by this contract.
3.27 PUBLIC RECORDS:
All Offers submitted and opened are public records and must be retained by the Records Manager
at the Office of Procurement Services. Offers shall be open to public inspection after Contract
award and execution, except for such Offers deemed to be confidential by the Office of
Procurement Services. If an Offeror believes that information in its Offer should remain
confidential, it shall indicate as confidential, the specific information and submit a statement with
its offer detailing the reasons that the information should not be disclosed. Such reasons shall
include the specific harm or prejudice which may arise. The Records Manager of the Office of
Procurement Services shall determine whether the identified information is confidential pursuant
to the Maricopa County Procurement Code.
3.28 POST AWARD MEETING:
The Contractor may be required to attend a post-award meeting with the Using Agency to discuss the
terms and conditions of this Contract. This meeting will be coordinated by the Procurement Officer of
the Contract.