180125-CONTRACT WITH SIGNATURES.PDF

SERIAL 180125-S ASPHALT SERVICE AND REPAIR
DATE OF LAST REVISION: November 29, 2017 CONTRACT END DATE: November 30, 2019
CONTRACT PERIOD THROUGH November 30, 2019
TO: All Departments
FROM: Office of Procurement Services
SUBJECT: Contract for ASPHALT SERVICE AND REPAIR
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 November 29, 2017.
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.
Kevin Tyne, ChiofProcuremcnt Officer
Office of Procurement Services
BG/at
Attach
Copy to: Office of Procurement Services
Sammi Birchard, MCDOT
(Please remove Serial 11087-S from your contract notebooks)
II

SERIAL 180125-S
CACTUS ASPHALT, 8211 W. SHERMAN STREET, TOLLESON AZ 85353
COMPANY NAME: Cactus Asphalt, A Division of Cactus Transport, Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 8211 W. Sherman Street
Tolleson AZ 85353
REMIT TO ADDRESS: 8211 W. Sherman Street
Tolleson AZ 85353
TELEPHONE NUMBER: 623-907-2800
FACSIMILE NUMBER: 623-907-2900
WEB SITE: www.cactusasphalt.com
REPRESENTATIVE NAME: Jeff Abram
REPRESENTATIVE TELEPHONE NUMBER: 623-907-2800
REPRESENTATIVE E-MAIL: jabram@cactusasphalt.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
5" NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $1.21
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.17
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.07
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $1.04
Asphalt Milling 1" (140,001 - 200,000 sy) 1 Square Yard $1.02
Asphalt Milling l'/2" (1-20,000 sy) 1 Square Yard $1.78
Asphalt Milling 1 Y2" (20,001 -40,000 sy) 1 Square Yard $1.62
Asphalt Milling 1 V2"(40,001 - 80,000 sy) 1 Square Yard $1.60
Asphalt Milling 1 V2"(80,001 - 140,000 sy) 1 Square Yard $1.59
Asphalt Milling 1 1/2" (140,001 - 200,000 sy) 1 Square Yard $1.58
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $2.18
Asphalt Milling 2" (20,001 -40,000 sy) 1 Square Yard $2.11
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $2.10
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $2.09
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $2.08
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $4.27
Asphalt Milling 4" (20,001 - 40,000 sy) 1 Square Yard $4.22
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $4.19
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $4.10
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $4.07

SERIAL 180125-S
CACTUS ASPHALT, 8211 W. SHERIV1AN STREET, TOLLESON AZ 85353
Spec Title Qty Unit of Measure UNIT PRICE
Section
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $11.98
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $8.05
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $6.85
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $6.17
Asphalt Concrete Overlay 11/4" (1-2,000 sy) 1 Square Yard $13.65
Asphalt Concrete Overlay 11/4" (2,001 -4,000 sy) 1 Square Yard $9.87
Asphalt Concrete Overlay 11/4" (4,001 - 6,000 sy) 1 Square Yard $8.65
Asphalt Concrete Overlay 11/4" (6,001 - 8,000 sy) 1 Square Yard $7.96
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $15.73
Asphalt Concrete Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $12.02
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $10.58
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $10.42
Asphalt Concrete Overlay 21/4" (1-2,000 sy) 1 Square Yard $17.94
Asphalt Concrete Overlay 21/4" (2,001 - 4,000 sy) 1 Square Yard $14.08
Asphalt Concrete Overlay 21/4" (4,001 - 6,000 sy) 1 Square Yard $13.13
Asphalt Concrete Overlay 21/4" (6,001 - 8,000 sy) 1 Square Yard $12.65
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $13.13
Asphalt Rubber Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $8.98
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $7.70
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $6.98
Asphalt Rubber Overlay 11/4" (1-2,000 sy) 1 Square Yard $15.49
Asphalt Rubber Overlay 11/4" (2,001 -4,000 sy) 1 Square Yard $11.49
Asphalt Rubber Overlay 11/4" (4,001 - 6,000 sy) 1 Square Yard $10.06
Asphalt Rubber Overlay 11/4" (6,001 - 8,000 sy) 1 Square Yard $9.56
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $17.85
Asphalt Rubber Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $13.85
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $12.52
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $12.29
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $3.00
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 1 Square Yard $2.55
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $2.42
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $2.41
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $2.40
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 1 Square Yard $3.61
Asphalt Chip Seal RAB-Precoated HV (20,001 -40,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $3.04
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $3.03

SERIAL 180125-S
CACTUS ASPHALT, 8211 W. SHERMAN STREET, TOLLESON AZ 85353
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 1 Square Yard $3.02
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 1 Square Yard $2.70
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $2.21
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $2.17
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $2.15
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $2.14
Asphalt Chip Seal RAB-Uncoated HV (1 -20,000 sy) 1 Square Yard $3.29
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 1 Square Yard $2.91
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $2.74
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $2.73
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 1 Square Yard $2.72
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $3.55
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.29
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.22
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.05
Microsurfacing Type II Aggregate (140,001 -200,000 sy) 1 Square Yard $1.94
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $4.36
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.99
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.76
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.53
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.43
332 SLURRY SEAL
Slurry Seal Type 11 (1-20,000 sy) 1 Square Yard $3.30
Slurry Seal Type 11 (20,001 -40,000 sy) 1 Square Yard $2.06
Slurry Seal Type 11 (40,001 - 80,000 sy) 1 Square Yard $1.98
Slurry Seal Type 11 (80,001 - 140,000 sy) 1 Square Yard $1.86
Slurry Seal Type 11 (140,001 -200,000 sy) 1 Square Yard $1.67
Slurry Seal Type III (1-20,000 sy) 1 Square Yard $3.67
Slurry Seal Type III (20,001 - 40,000 sy) 1 Square Yard $2.44
Slurry Seal Type III (40,001 - 80,000 sy) 1 Square Yard $2.44
Slurry Seal Type III (80,001 - 140,000 sy) 1 Square Yard $2.18
Slurry Seal Type III (140,001 - 200,000 sy) 1 Square Yard $2.10

SERIAL 180125-S
CACTUS ASPHALT, 8211 W. SHERMAN STREET, TOLLESON AZ 85353
Spec Title Qty Unit of Measure UNIT PRICE
Section
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $870.11
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $760.53
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $760.53
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 1 Ton $744.88
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $739.00
TR-Fog Seal (1-20,000 sy) 1 Ton $869.05
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $760.00
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $760.00
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $743.82
TR-Fog Seal (140,001 - 200,000 sy) 1 Ton $737.56
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.28
Category 1 Crack Seal (20,001 -40,000 sy) 1 Square Yard $0.28
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.28
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.28
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.28
Category 2 Crack Filling 1 Pounds $2.42
Category 3 Crack Filling 1 Linear Foot $3.10
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $670.00
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $550.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 I Each/Day I $67.00
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $0.90
Remove Theintoplastic Stripe 1 LF $0.91
Remove Type 1 Preformed Plastic Marking Tape 1 LF $11.00
Remove Painted Symbol / Legend 1 Each $80.00
Remove Thermoplastic Symbol / Legend 1 Each $92.00
Remove Raised Pavement Marker 1 Each $2.50

SERIAL 180125-S
CACTUS ASPHALT, 8211 W. SHER1VIAN STREET, TOLLESON AZ 85353
Spec Title Qty Unit of Measure UNIT PRICE
Section
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.20
4" Yellow Traffic Paint Stripe 1 LF $0.20
462 I THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Themoplastic Traffic Stripe 1 LF $0.55
4" Yellow Thermoplastic Traffic Stripe 1 LF $0.55
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $4.55
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $4.55
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $4.55
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $4.65
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $817.00
6' x 20' Quadrupole Loop 1 Each $1,299.00
6' x 30' Quadrupole Loop 1 Each $1,322.00
6' x 40' Quadrupole Loop 1 Each $1,618.00
6' x 50' Quadrupole Loop 1 Each $2,032.00
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VC0000007271
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
w.maricooa.f2oNaDucumentCenterNiew /6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
Cactus Asphalt, A Division of Cactus Transport, Inc. 86-0363424 09-591-2747
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID NUMBER DUNS #
Bryan Glazer - Managing Partner
PRINTED NAME AND TITLE
8211 W. Sherman St, 623-907-2800 623-907-2900
ADDRESS TELEPHONE FAX #
Tolleson AZ 85353 9/26/2017
CITY STATE ZIP DATE
WEB SITE: www.cactusasphallcom EMAIL ADDRESS: jabram@cactusasphalt.com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
CBJ CONTRACTORS, LLC, P.O. BOX 75157, PHOENIX, AZ 85087
COMPANY NAME: CBJ Asphalt & Concrete Contractors, LLC
DOING BUSINESS AS (DBA) NAME: CBJ Contractors, LLC
MAILING ADDRESS: P.O. Box 75157
Phoenix, AZ 85087
REMIT TO ADDRESS: P.O. Box 75157
Phoenix, AZ 85087
TELEPHONE NUMBER: 623-434-5076
FACSIMILE NUMBER: 623-434-5078
WEB SITE: vvivw.cbjcontractors.com
REPRESENTATIVE NAME: Corey Jones
REPRESENTATIVE TELEPHONE NUMBER: 623-330-4474
REPRESENTATIVE E-MAIL: cbjcont3@aol.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
NET 30 DAYS
Spec
Section Title Qty Unit of Measure UNIT PRICE
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $1.25
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $1.23
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $1.21
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $1.20
Category 1 Crack Seal (140,001 -200,000 sy) 1 Square Yard $1.20
Category 2 Crack Filling 1 Pounds $3.40
Category 3 Crack Filling 1 Linear Foot $1.75
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VC0000004967
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

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SERIAL 180125-S
CHOLLA PAVEMENT MAINTENANCE, INC., 5254 S WARNER DR., APACHE JUNCTION, AZ 85120
COMPANY NAME: Cholla Pavement Maintenance, Inc
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 5254 S Warner Dr
Apache Junction, AZ 85120-9580
REMIT TO ADDRESS: Same As Above
TELEPHONE NUMBER: 480-893-1044
FACSIMILE NUMBER: 480-893-1064
WEB SITE: www.chollapavementmaintenance.com
REPRESENTATIVE NAME: Terri Wickerd
REPRESENTATIVE TELEPHONE NUMBER: 480-797-8728
REPRESENTATIVE E-MAIL: Terri@chollapavement.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $3.15
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $3.00
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $3.00
Asphalt Chip Seal RAB-Precoated HV (1 -20,000 sy) 1 Square Yard $3.15
Asphalt Chip Seal RAB-Precoated HV (20,001 -40,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $3.00
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 Square Yard $3.00
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 -20,000 sy) 1 Square Yard $3.15
Asphalt Chip Seal RAB- Uncoated LV(20,001 -40,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $3.00
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $3.00
Asphalt Chip Seal RAB-Uncoated HV (1 -20,000 sy) 1 Square Yard $3.15
Asphalt Chip Seal RAB-Uncoated HV (20,001 -40,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Uncoated HV (140,001 -200,000 sy) 1 Square Yard $3.10

SERIAL 180125-S
CHOLLA PAVEMENT MAINTENANCE, INC., 52545 WARNER DR., APACHE JUNCTION, AZ 85120
Spec Title Qty Unit of Measure UNIT PRICE
Section
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.60
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $0.55
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.55
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.50
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.50
Category 2 Crack Filling 1 Pounds $1.50
Category 3 Crack Filling 1 Linear Foot $10.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 I Each/Day 1 $125.00
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VC0000007888
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMI FLING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
https://www.maricopa.goviDocurnentCenter/Viet.v/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
t-v.-4.-LO 114\1.6:MEP;
); A RPE, iTy;
.0—PROP.DSAL FEDERAL TAX TD NUMBER DUNS #
PRINTED NAME AND TITLE AUTHORIZED SIGNATURE
5.91:54
ADDRESS TELEPHONE FAX #
CITY STATE
WEB SITE: SUk - EMAIL ADDRESS: LF-1-FICI, he
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DAI E
APPROVED AS TO FORM:
DEPUTY COUNTY Art ORNEY DATE

SERIAL 180125-S
CUTLER REPAVING INC., 921 E. 27TH ST., LAWRENCE, KANSAS 66046
COMPANY NAME: Cutler Repaving Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 921 E. 27th St.
Lawrence, Kansas 66046
REMIT TO ADDRESS:
TELEPHONE NUMBER: 785-843-1524
FACSIMILE NUMBER: 785-843-3942
WEB SITE: Cutlerrepaving.com
REPRESENTATIVE NAME: Bob Veskerna
REPRESENTATIVE TELEPHONE NUMBER: 785-843-1524
REPRESENTATIVE E-MAIL: bveskerna@cutlerrepaving.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
NET 30 DAYS
*PROJECT WORK ONLY*
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number:
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTAC :1 1 NT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
htrob://www.maricooa.gov/DacumenteenterNiew/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
CUTIEk kEPaNix 4 -, ThiC - .31,--2sso3q 0 Dpsy 1•54 I
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID ER DUNS #
chis R. VES le4R1.1 PREs1.E.JT
PRINTED NAME AND TITLE
921 6. .77 -th ST 785-9'13- 15-Q ti 785- f"12
ADDRESS TELEPHONE FAX
LataREACE, /01p0q4- I o .2ol 7
CITY STATE ZIP DATE
WEB SITE: tAI C uTI ER REPci.V;f1/414 cbm EMAIL ADDRESS: byes ktRIJa ' Cu.TIERREPAVin14. corn
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
Al I ESTED:
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
D&O CONTRACTORS, INC., 7818 N 68TH AVE, GLENDALE, AZ 85303
COMPANY NAME: D&O Contractors, Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 7818 N 68th Ave
Glendale, AZ 85303
REMIT TO ADDRESS: 7818 N 68th Ave
Glendale, AZ 85303
TELEPHONE NUMBER: 623-463-0555
FACSIMILE NUMBER: 623-847-0888
WEB SITE: www.docontractors.com
REPRESENTATIVE NAME: Dan A Olson
REPRESENTATIVE TELEPHONE NUMBER: 623-463-0555
REPRESENTATIVE E-MAIL: dolson@docontractors.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
1% 10 DAYS NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.65
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $0.52
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.46
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.46
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.46
Category 2 Crack Filling 1 Pounds $1.50
Category 3 Crack Filling 1 Linear Foot $10.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 I Each/Day I $50.00
PRICING SHEET: NIGP CODE 913-27
Terms: 1% 10 DAYS NET 30 DAYS
Vendor Number: VC0000007860
Certificates of Insurance Required
Contact Period: To cover the period ending November 30, 2019.

Maricopa County Bid 180125-S
SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the
Respondent's Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the
IY1-aricopa County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith
made a part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
131Vs: Om TN. ru r ie opa .gan ' - Ter/View/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
C„;
C)C'
RESPONDENT (FIRM) SUBMITTING PROPOSAL
I
PRINTED NAME AND TITLE
t.'6H I- r- c' 21 7.7.) (J) Sf
ADDRESS TELEPHONE FAX #
a C.)
CITY STATE ZIP DATE
r,
WEB SITE: 'Lis,) - EMAIL ADDRESS:
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE
8/2512917 1:05 PM p.41

SERIAL 180125-S
J. BANICKI CONSTRUCTION, INC., 4720 E. COTTON GIN LOOP, STE. 240, PHOENIX, AZ 85040
COMPANY NAME: J. Banicki Construction, Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 4720 E. Cotton Gin Loop, Ste. 240
Phoenix, AZ 85040
REMIT TO ADDRESS: 4720 E. Cotton Gin loop, Ste. 240
Phoenix, AZ 85040
TELEPHONE NUMBER: 480-921-8016
FACSIMILE NUMBER: 480-921-9456
WEB SITE: banicki.com
REPRESENTATIVE NAME: Mike Abraham
REPRESENTATIVE TELEPHONE NUMBER: 602-390-1243
REPRESENTATIVE E-MAIL: mabraham@banicki.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $1.50
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.48
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.45
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $1.42
Asphalt Milling 1" (140,001 - 200,000 sy) 1 Square Yard $1.38
Asphalt Milling l'A" (1-20,000 sy) 1 Square Yard $1.88
Asphalt Milling 1 'A" (20,001 - 40,000 sy) 1 Square Yard $1.82
Asphalt Milling 1 V2"(40,001 -80,000 sy) 1 Square Yard $1.80
Asphalt Milling 1 Y2"(80,001 - 140,000 sy) 1 Square Yard $1.75
Asphalt Milling 1 1/2" (140,001 -200,000 sy) 1 Square Yard $1.69
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $1.99
Asphalt Milling 2" (20,001 - 40,000 sy) 1 Square Yard $1.93
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $1.89
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $1.85
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $1.82
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $2.78
Asphalt Milling 4" (20,001 - 40,000 sy) 1 Square Yard $2.72
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $2.70
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $2.67
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $2.63

SERIAL 180125-S
J. BANICKI CONSTRUCTION, INC., 4720 E. COTTON GIN LOOP, STE. 240, PHOENIX, AZ 85040
Spec Title Qty Unit of Measure UNIT PRICE
Section
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $9.79
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $6.41
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $5.77
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $5.59
Asphalt Concrete Overlay 11/2" (1-2,000 sy) 1 Square Yard $12.53
Asphalt Concrete Overlay 11/2" (2,001 - 4,000 sy) 1 Square Yard $9.01
Asphalt Concrete Overlay 11/2" (4,001 - 6,000 sy) 1 Square Yard $8.86
Asphalt Concrete Overlay 11/2" (6,001 - 8,000 sy) 1 Square Yard $8.92
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $15.19
Asphalt Concrete Overlay 2" (2,001 -4,000 sy) 1 Square Yard $13.11
Asphalt Concrete Overlay 2" (4,001 -6,000 sy) 1 Square Yard $11.56
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $11.98
Asphalt Concrete Overlay 21/2" (1-2,000 sy) 1 Square Yard $17.33
Asphalt Concrete Overlay 21/2" (2,001 - 4,000 sy) 1 Square Yard $14.40
Asphalt Concrete Overlay 2 1/2" (4,001 - 6,000 sy) 1 Square Yard $14.41
Asphalt Concrete Overlay 21/2" (6,001 - 8,000 sy) 1 Square Yard $14.30
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $12.88
Asphalt Rubber Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $9.04
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $8.35
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $8.32
Asphalt Rubber Overlay 11/2" (1-2,000 sy) 1 Square Yard $16.84
Asphalt Rubber Overlay 11/2" (2,001 -4,000 sy) 1 Square Yard $13.26
Asphalt Rubber Overlay 11/2" (4,001 - 6,000 sy) 1 Square Yard $13.03
Asphalt Rubber Overlay 11/2" (6,001 - 8,000 sy) 1 Square Yard $12.96
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $20.93
Asphalt Rubber Overlay 2" (2,001 -4,000 sy) 1 Square Yard $17.34
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $17.04
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $17.16
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $1,171.67
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $984.20
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification 1 I Each/Day I $90.00

SERIAL 180125-S
J. BANICKI CONSTRUCTION, INC., 4720 E. COTTON GIN LOOP, STE. 240, PHOENIX, AZ 85040
Spec Title Qty Unit of Measure UNIT PRICE
Section
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $1.34
Remove Thermoplastic Stripe 1 LF $1.60
Remove Type 1 Preformed Plastic Marking Tape 1 LF $133.90
Remove Painted Symbol / Legend 1 Each $100.43
Remove Thermoplastic Symbol / Legend 1 Each $133.90
Remove Raised Pavement Marker 1 Each $2.67
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.53
4" Yellow Traffic Paint Stripe 1 LF $0.53
462 I THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $1.14
4" Yellow Thermoplastic Traffic Stripe 1 LF $1.14
463 I RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $6.69
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $6.69
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $6.69
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $10.04
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $1,071.23
6' x 20' Quadrupole Loop 1 Each $1,405.99
6' x 30' Quadrupole Loop 1 Each $1,740.76
6' x 40' Quadrupole Loop 1 Each $2,075.53
6' x 50' Quadrupole Loop 1 Each $2,410.29
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VC0000007836
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
WN; AND AGREE TO BE CONTRACTUALLY BOUND TO THEM,
Small Busincs Enterprise (SBE)
J. Banicici Construction, Inc. 86-0677267 61-978-6825
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID NUMBER DUNS 4
Mike Abraham - President
PRINTED NAME AND TITLE AUTHORIZED SIGNATU
4720 E. Cotton Gin Loop, Ste. 240 (480) 921-8016 (480) 921-9456
ADDRESS 1ELEPHONE FAX 4
Phoenix AZ 85040 9-26- 17
CITY STATE ZIP DATE
WEB SITE: Aianickismn EMAIL ADDRESS: estimating@b.nicki.com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISOR DATE
Al 1 ESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
LINCOLN CONSTRUCTORS INC, 3028 W. LINCOLN ST., PHOENIX, AZ 85009
COMPANY NAME: LINCOLN CONSTRUCTORS INC
DOING BUSINESS AS (DBA) NAME: LCI
MAILING ADDRESS: 3028 W. Lincoln St.
Phoenix, AZ 85009
REMIT TO ADDRESS: SAME
TELEPHONE NUMBER: 602-595-4973
FACSIMILE NUMBER: 602-595-5089
WEB SITE:
REPRESENTATIVE NAME: Robert K. Sanders
REPRESENTATIVE TELEPHONE NUMBER: 602-316-3800
REPRESENTATIVE E-MAIL: bobs@lci-az.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE P7-
FROM THIS CONTRACT:
2% 10 DAYS NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $2.50
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.25
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $0.80
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $0.75
Asphalt Milling 1" (140,001 - 200,000 sy) 1 Square Yard $0.75
Asphalt Milling l'/2" (1-20,000 sy) 1 Square Yard $2.50
Asphalt Milling 1 1/4" (20,001 -40,000 sy) 1 Square Yard $1.25
Asphalt Milling 1 V2"(40,001 - 80,000 sy) 1 Square Yard $0.80
Asphalt Milling 1 V2"(80,001 - 140,000 sy) 1 Square Yard $0.75
Asphalt Milling 1 '/2" (140,001 - 200,000 sy) 1 Square Yard $0.75
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $2.50
Asphalt Milling 2" (20,001 -40,000 sy) 1 Square Yard $1.25
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $0.80
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $0.75
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $0.75
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $2.75
Asphalt Milling 4" (20,001 -40,000 sy) 1 Square Yard $1.15
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $1.50
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $1.00
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $1.00

SERIAL 180125-S
LINCOLN CONSTRUCTORS INC, 3028 W. LINCOLN ST., PHOENIX, AZ 85009
Spec Title Qty Unit of Measure UNIT PRICE
Section
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $15.75
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $15.75
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $15.00
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $14.75
Asphalt Concrete Overlay 1 1/2" (1-2,000 sy) 1 Square Yard $17.60
Asphalt Concrete Overlay 1 1/2" (2,001 - 4,000 sy) 1 Square Yard $17.60
Asphalt Concrete Overlay 1 1/2" (4,001 - 6,000 sy) 1 Square Yard $16.85
Asphalt Concrete Overlay 1 1/2" (6,001 - 8,000 sy) 1 Square Yard $16.15
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $19.45
Asphalt Concrete Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $19.45
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $18.70
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $17.95
Asphalt Concrete Overlay 2 1/2" (1-2,000 sy) 1 Square Yard $21.30
Asphalt Concrete Overlay 2 1/2" (2,001 - 4,000 sy) 1 Square Yard $21.30
Asphalt Concrete Overlay 2'/2" (4,001 - 6,000 sy) 1 Square Yard $20.55
Asphalt Concrete Overlay 2 1/2" (6,001 - 8,000 sy) 1 Square Yard $20.30
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $18.50
Asphalt Rubber Overlay 1" (2,001 -4,000 sy) 1 Square Yard $18.50
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $17.75
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $17.50
Asphalt Rubber Overlay 1 1/2" (1-2,000 sy) 1 Square Yard $20.85
Asphalt Rubber Overlay 1'/2" (2,001 -4,000 sy) 1 Square Yard $20.85
Asphalt Rubber Overlay 1 1/2" (4,001 - 6,000 sy) 1 Square Yard $20.10
Asphalt Rubber Overlay 1 1/2" (6,001 - 8,000 sy) 1 Square Yard $19.95
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $23.20
Asphalt Rubber Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $23.20
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $22.45
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $22.20
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $7.00
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 1 Square Yard $7.00
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $6.00
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $5.00
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $4.00
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 1 Square Yard $7.25
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 1 Square Yard $7.25
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $6.25
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $5.25

SERIAL 180125-S
LINCOLN CONSTRUCTORS INC, 3028 W. LINCOLN ST., PHOENIX, AZ 85009
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 1 Square Yard $4.25
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 1 Square Yard $5.00
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $5.00
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $5.00
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $4.00
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $2.50
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 1 Square Yard $5.25
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 1 Square Yard $5.25
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $5.25
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $4.25
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) Square Yard
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $2.75
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.75
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.50
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.25
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.00
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $3.00
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $3.00
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.75
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.50
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.25
332 SLURRY SEAL
Slurry Slurry Seal Seal Type Type 1(1-20,000 1(1-20,000 sy) sy) 1 1 Square Square Yard Yard $2.75
Slurry Slurry Seal Seal Type Type 1(20,001 1(20,001 - - 40,000 40,000 sy) sy) 1 1 Square Square Yard Yard $2.75
Slurry Slurry Seal Seal Type Type 1(40,001 1(40,001 - - 80,000 80,000 sy) sy) 1 1 Square Square Yard Yard $2.50
Slurry Slurry Seal Seal Type Type 1(80,001 1(80,001 - - 140,000 140,000 sy) sy) 1 1 Square Square Yard Yard $2.25
Slurry Slurry Seal Seal Type Type 1(140,001 1(140,001 - - 200,000 200,000 sy) sy) 1 1 Square Square Yard Yard $2.00
Slurry Slurry Seal Seal Type Type 11 11 (1-20,000 (1-20,000 sy) sy) 1 1 Square Square Yard Yard $2.75
Slurry Slurry Seal Seal Type Type 11 11 (20,001 (20,001 - - 40,000 40,000 sy) sy) 1 1 Square Square Yard Yard $2.75
Slurry Slurry Seal Seal Type Type 11 11 (40,001 (40,001 - - 80,000 80,000 sy) sy) 1 1 Square Square Yard Yard $2.50
Slurry Slurry Seal Seal Type Type 11 11 (80,001 (80,001 - - 140,000 140,000 sy) sy) 1 1 Square Square Yard Yard $2.25
Slurry Slurry Seal Seal Type Type 11 11 (140,001 (140,001 - - 200,000 200,000 sy) sy) 1 1 Square Square Yard Yard $2.00
Slurry Slurry Seal Seal Type Type III III (1-20,000 (1-20,000 sy) sy) 1 1 Square Square Yard Yard $3.00
Slurry Slurry Seal Seal Type Type III III (20,001 (20,001 - - 40,000 40,000 sy) sy) 1 1 Square Square Yard Yard $3.00
Slurry Slurry Seal Seal Type Type III III (40,001 (40,001 - - 80,000 80,000 sy) sy) Square Square Yard Yard $2.75
Slurry Slurry Seal Seal Type Type III III (80,001 (80,001 - - 140,000 140,000 sy) sy) 1 1 Square Square Yard Yard $2.50
Slurry Slurry Seal Seal Type Type III III (140,001 (140,001 - - 200,000 200,000 sy) sy) 1 1 Square Square Yard Yard $2.25 $2.25

SERIAL 180125-S
LINCOLN CONSTRUCTORS INC, 3028 W. LINCOLN ST., PHOENIX, AZ 85009
Spec
Section Title Qty Unit of Measure UNIT PRICE
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $2,800.00
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $2,800.00
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $2,700.00
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 1 Ton $2,600.00
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $2,500.00
TR-Fog Seal (1-20,000 sy) 1 Ton $2,800.00
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $2,800.00
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $2,700.00
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $2,600.00
TR-Fog Seal (140,001 - 200,000 sy) 1 Ton $2,500.00
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $6.20
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $6.20
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $6.20
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $6.20
Category I Crack Seal (140,001 - 200,000 sy) 1 Square Yard $6.20
Category 2 Crack Filling 1 Pounds $3.30
Category 3 Crack Filling 1 Linear Foot $3.25
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $750.00
Adjust Frame and Cover to Grade, M_AG Det. 270 1 Each $750.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I I Each/Day I $85.00
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $1.50
Remove Thermoplastic Stripe 1 LF $1.50
Remove Type 1 Preformed Plastic Marking Tape 1 LF $1.50
Remove Painted Symbol / Legend 1 Each $125.00
Remove Thermoplastic Symbol / Legend 1 Each $125.00
Remove Raised Pavement Marker 1 Each $0.50

SERIAL 180125-S
LINCOLN CONSTRUCTORS INC, 3028 W. LINCOLN ST., PHOENIX, AZ 85009
Section Spec Title Qty Unit of Measure UNIT PRICE
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $1.00
4" Yellow Traffic Paint Stripe 1 LF $1.00
462 THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $1.50
4" Yellow Thermoplastic Traffic Stripe 1 LF $1.00
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $4.50
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $4.50
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- Each $4.50
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $4.50
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $1,500.00
6' x 20' Quadrupole Loop 1 Each $1,750.00
6' x 30' Quadrupole Loop 1 Each $2,100.00
6' x 40' Quadrupole Loop 1 Each $2,500.00
6' x 50' Quadrupole Loop 1 Each $2,600.00
PRICING SHEET: NIGP CODE 913-27
Terms: 2% 10 DAYS NET 30 DAYS
Vendor Number: VC0000002489
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

Maricopa County Bid 180125-S
SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the
Respondent's Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the
Maricopa County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith
made a part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
https://www.maricova.gov/DocumentCenter/View/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
7
ce, ir-Ist-bei• fie e/ c 36 ,0,?-6 5/9 4 , et)
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID NUMBER DUNS #
,i .51/- V9 ?.7
TELEPHONE FAX #
C.7h. 41/A. q/Z
CITY STA 1 E ZIP DATE
WEB SITE: EMAIL ADDRESS: /16 cs.e L
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE
8/25/2017 1:05 PM p.41

SERIAL 180125-S
M. R. TANNER CONSTRUCTION, INC., 1327 W SAN PEDRO STREET, GILBERT, AZ 85233
COMPANY NAME: M. R. Tanner Development & Construction, Inc.
DOING BUSINESS AS (DBA) NAME: M. R. Tanner Construction, Inc.
MAILING ADDRESS: 1327 W San Pedro Street
Gilbert, AZ 85233
REMIT TO ADDRESS: 1327 W San Pedro Street
Gilbert, AZ 85233
TELEPHONE NUMBER: 4806338500
FACSIMILE NUMBER: 4806338111
WEB SITE: mrtanner.com
REPRESENTATIVE NAME: Josh Skinner
REPRESENTATIVE TELEPHONE NUMBER: 4806338500
REPRESENTATIVE E-MAIL: jskinner@mrtanner.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $5.30
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.25
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.20
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $1.15
Asphalt Milling 1" (140,001 -200,000 sy) 1 Square Yard $1.10
Asphalt Milling P/2" (1-20,000 sy) 1 Square Yard $5.40
Asphalt Milling 1 '/2" (20,001 - 40,000 sy) 1 Square Yard $1.35
Asphalt Milling 1 V2"(40,001 - 80,000 sy) 1 Square Yard $1.25
Asphalt Milling 1 '/2"(80,001 - 140,000 sy) 1 Square Yard $1.20
Asphalt Milling 1 i/2" (140,001 -200,000 sy) 1 Square Yard $1.15
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $5.50
Asphalt Milling 2" (20,001 -40,000 sy) 1 Square Yard $1.45
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $1.40
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $1.35
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $1.30
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $6.30
Asphalt Milling 4" (20,001 - 40,000 sy) 1 Square Yard $2.25
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $2.20
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $2.15
Asphalt Milling 4" (140,001 -200,000 sy) 1 Square Yard $2.10

SERIAL 180125-S
M. R. TANNER CONSTRUCTION, INC., 1327 W SAN PEDRO STREET, GILBERT, AZ 85233
Section Spec Title Qty Unit of Measure UNIT PRICE
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $15.00
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $7.70
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $7.40
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $7.10
Asphalt Concrete Overlay l'A" (1-2,000 sy) 1 Square Yard $17.00
Asphalt Concrete Overlay l'A" (2,001 - 4,000 sy) 1 Square Yard $9.80
Asphalt Concrete Overlay l'A" (4,001 - 6,000 sy) 1 Square Yard $9.50
Asphalt Concrete Overlay l'A" (6,001 - 8,000 sy) 1 Square Yard $9.20
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $19.00
Asphalt Concrete Overlay 2" (2,001 -4,000 sy) 1 Square Yard $12.20
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $11.80
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $11.50
Asphalt Concrete Overlay 21/4" (1-2,000 sy) 1 Square Yard $21.00
Asphalt Concrete Overlay 2 1/2" (2,001 -4,000 sy) 1 Square Yard $14.30
Asphalt Concrete Overlay 2V2" (4,001 - 6,000 sy) 1 Square Yard $14.00
Asphalt Concrete Overlay 2i/2" (6,001 - 8,000 sy) 1 Square Yard $13.70
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $16.30
Asphalt Rubber Overlay 1" (2,001 -4,000 sy) 1 Square Yard $9.10
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $8.80
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $8.40
Asphalt Rubber Overlay l'A" (1-2,000 sy) 1 Square Yard $19.00
Asphalt Rubber Overlay 1 1/2" (2,001 -4,000 sy) 1 Square Yard $11.80
Asphalt Rubber Overlay l'A" (4,001 - 6,000 sy) 1 Square Yard $11.50
Asphalt Rubber Overlay PA" (6,001 - 8,000 sy) 1 Square Yard $11.30
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $22.00
Asphalt Rubber Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $15.00
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $14.60
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $14.20
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $8.05
Asphalt Chip Seal R_AB-Precoated LV(20,001 -40,000 sy) 1 Square Yard $5.30
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $4.60
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $4.15
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $3.85
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 1 Square Yard $8.20
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 1 Square Yard $5.60
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $4.70
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $4.25

SERIAL 180125-S
M. R. TANNER CONSTRUCTION, INC., 1327 W SAN PEDRO STREET, GILBERT, AZ 85233
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 1 Square Yard $4.00
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 1 Square Yard $7.80
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $4.80
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $4.30
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $3.70
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $3.65
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 1 Square Yard $7.90
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 1 Square Yard $4.95
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $4.45
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $3.90
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 1 Square Yard $3.70
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $4.70
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.90
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.40
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.25
Microsurfacing Type II Aggregate (140,001 -200,000 sy) 1 Square Yard $2.10
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $5.30
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $3.50
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $3.00
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.70
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.60
332 SLURRY SEAL
$4.45
$2.70
$2.20
$1.85
$1.70
$4.55
$2.80
$2.25
$2.00
$1.70
$5.20
$3.35
$2.80
$2.60

SERIAL 180125-S
M. R. TANNER CONSTRUCTION, INC., 1327 W SAN PEDRO STREET, GILBERT, AZ 85233
Spec Title Qty Unit of Measure UNIT PRICE
Section
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $4,500.00
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $3,200.00
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $3,200.00
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 1 Ton $3,200.00
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $3,200.00
TR-Fog Seal (1-20,000 sy) 1 Ton $4,500.00
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $3,200.00
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $3,200.00
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $3,200.00
TR-Fog Seal (140,001 - 200,000 sy) Ton $3,200.00
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.80
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $0.75
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.75
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.75
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.75
Category 2 Crack Filling 1 Pounds $2.40
Category 3 Crack Filling 1 Linear Foot $0.70
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $600.00
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $575.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification 1 Each/Day $100.00
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $1.00
Remove Thermoplastic Stripe 1 LF $1.00
Remove Type 1 Preformed Plastic Marking Tape 1 LF $1.00
Remove Painted Symbol / Legend 1 Each $65.00
Remove Thermoplastic Symbol / Legend 1 Each $100.00
Remove Raised Pavement Marker 1 Each $65.00

SERIAL 180125-S
M. R. TANNER CONSTRUCTION, INC., 1327 W SAN PEDRO STREET, GILBERT, AZ 85233
Section Spec Title Qty Unit of Measure UNIT PRICE
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.20
4" Yellow Traffic Paint Stripe 1 LF $0.20
462 THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $0.60
4" Yellow Thermoplastic Traffic Stripe 1 LF $0.60
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $5.00
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $5.00
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $5.00
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $5.00
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $720.00
6' x 20' Quadrupole Loop 1 Each $820.00
6' x 30' Quadrupole Loop 1 Each $900.00
6' x 40' Quadrupole Loop 1 Each $950.00
6' x 50' Quadrupole Loop 1 Each $1,000.00
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VS0000008178
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
https://www.rnaricopa.2ov/DocumentCenter/View/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
M.R. Tanner Development & Construction, Inc. 86-0821266 8000164451
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID ER DUNS #
Alan Evans, President
PRINTED NAME AND TITLE AUTHORIZ IGN 'RE
1327 W San Pedro St 480-633-8500 480-633-8111
ADDRESS TELEPHONE FAX #
Gilbert AZ 85233 9-25-2017
CITY STATE ZIP DATE
WEB SITE: www.mrtanner.com EMAII, ADDRESS: aelms@mrtanner cam
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
NESBITT CONTRACTING CO., INC., 100 S. PRICE ROAD, TEMPE, AZ 85281
COMPANY NAME: Nesbitt Contracting Co., Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 100 S. Price Road
Tempe, AZ 85281
REMIT TO ADDRESS: 100 S. Price Road
Tempe, AZ 85281
TELEPHONE NUMBER: 480-423-7600
FACSIMILE NUMBER: 480-423-7680
WEB SITE:
REPRESENTATIVE NAME: Russell Grgich
REPRESENTATIVE TELEPHONE NUMBER: 480-423-7648
REPRESENTATIVE E-MAIL: russg@nesbitts.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE L
FROM THIS CONTRACT:
NET 30 DAYS 2% 10 DAYS NET 30 DAYS 5% 30 DAYS NET 31 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $1.75
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.60
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.60
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $1.55
Asphalt Milling 1" (140,001 -200,000 sy) 1 Square Yard $1.50
Asphalt Milling 11/4" (1-20,000 sy) 1 Square Yard $1.90
Asphalt Milling 1 1/4" (20,001 -40,000 sy) 1 Square Yard $1.75
Asphalt Milling 1 1/2"(40,001 - 80,000 sy) 1 Square Yard $1.60
Asphalt Milling 1 1/4"(80,001 - 140,000 sy) 1 Square Yard $1.60
Asphalt Milling 1 Y2" (140,001 -200,000 sy) 1 Square Yard $1.60
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $2.05
Asphalt Milling 2" (20,001 -40,000 sy) 1 Square Yard $1.95
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $1.85
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $1.80
Asphalt Milling 2" (140,001 -200,000 sy) 1 Square Yard $1.80
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $3.05
Asphalt Milling 4" (20,001 - 40,000 sy) 1 Square Yard $2.90
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $2.75
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $2.70
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $2.70

SERIAL 180125-S
NESBITT CONTRACTING CO., INC., 100 S. PRICE ROAD, TEMPE, AZ 85281
Section Spec Title Qty Unit of Measure UNIT PRICE
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $9.45
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $6.50
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $5.85
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $5.55
Asphalt Concrete Overlay l'/2" (1-2,000 sy) 1 Square Yard $12.15
Asphalt Concrete Overlay l'/2" (2,001 - 4,000 sy) 1 Square Yard $9.00
Asphalt Concrete Overlay 1Y2," (4,001 - 6,000 sy) 1 Square Yard $8.25
Asphalt Concrete Overlay l'/2" (6,001 - 8,000 sy) 1 Square Yard $8.25
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $14.50
Asphalt Concrete Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $11.25
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $11.10
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $11.00
Asphalt Concrete Overlay 2Y2" (1-2,000 sy) 1 Square Yard $16.75
Asphalt Concrete Overlay 2 1/2" (2,001 - 4,000 sy) 1 Square Yard $13.75
Asphalt Concrete Overlay 2Y2" (4,001 - 6,000 sy) 1 Square Yard $13.35
Asphalt Concrete Overlay 2 1/2" (6,001 - 8,000 sy) 1 Square Yard $13.25
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $11.25
Asphalt Rubber Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $8.00
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $7.30
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $7.00
Asphalt Rubber Overlay 1 1/2" (1-2,000 sy) 1 Square Yard $14.35
Asphalt Rubber Overlay 1 1/2" (2,001 -4,000 sy) 1 Square Yard $11.10
Asphalt Rubber Overlay 1'/2" (4,001 - 6,000 sy) 1 Square Yard $11.00
Asphalt Rubber Overlay 1'/2" (6,001 - 8,000 sy) 1 Square Yard $11.00
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $17.40
Asphalt Rubber Overlay 2" (2,001 -4,000 sy) 1 Square Yard $14.15
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $14.00
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $14.00
PRICING SHEET: NIGP CODE 913-27
Temis: NET 30
Vendor Number: VC0000006934
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the
Respondent's Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the
Maricopa County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith
made a part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
httas://www.maricona.eov/DocumentCenter/View/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
Nesbitt Contracting Co. ,Inc 86-0174401 041458308
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID NUMBER DUNS #
James L. Nesbitt, CEO
PRINTED NAME AND TITLE
100 S. Price Rd
ADDRESS TELEPHONE
Tempe AZ 85281 09/13/17
CITY STA'1E ZIP DATE
WEB SITE: nesbitts.cam EMAIL ADDRESS: russg@nesbitts.com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
REGIONAL PAVEMENT MAINTENANCE OF ARIZONA, INC., 2435 S. 6TH AVE, PHOENIX AZ 85003
COMPANY NAME: REGIONAL PAVEMENT MAINTENANCE OF
ARIZONA, INC.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 2435 S. 6th Ave
Phoenix AZ 85003
REMIT TO ADDRESS: 2435 S. 6th Ave
Phoenix AZ 85003
TELEPHONE NUMBER: 480-963-3416
FACSIMILE NUMBER: 480-963-3417
WEB SITE: info@regionalaz.com
REPRESENTATIVE NAME: Joseph P. DiGiugno
REPRESENTATIVE TELEPHONE NUMBER: 623-640-1800
REPRESENTATIVE E-MAIL: joe@regionalaz.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $2.17
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.95
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.85
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $1.80
Asphalt Milling 1" (140,001 -200,000 sy) 1 Square Yard $1.78
Asphalt Milling 1'/2" (1-20,000 sy) 1 Square Yard $3.04
Asphalt Milling 1 1/2" (20,001 - 40,000 sy) 1 Square Yard $2.83
Asphalt Milling 1 I/2"(40,001 - 80,000 sy) 1 Square Yard $2.73
Asphalt Milling 1 V2"(80,001 - 140,000 sy) 1 Square Yard $2.67
Asphalt Milling 1 '/2" (140,001 - 200,000 sy) 1 Square Yard $2.65
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $3.91
Asphalt Milling 2" (20,001 - 40,000 sy) 1 Square Yard $3.70
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $3.60
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $3.55
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $3.53
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $7.41
Asphalt Milling 4" (20,001 -40,000 sy) 1 Square Yard $7.19
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $7.10
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $7.04
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $7.02

SERIAL 180125-S
REGIONAL PAVEMENT MAINTENANCE OF ARIZONA, INC., 2435 S. 6TH AVE, PHOENIX AZ 85003
Spec Title Qty Unit of Measure UNIT PRICE
Section
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $5.29
Asphalt Concrete Overlay 1" (2,001 -4,000 sy) 1 Square Yard $5.29
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $5.29
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $5.29
Asphalt Concrete Overlay 1%2" (1-2,000 sy) 1 Square Yard $6.23
Asphalt Concrete Overlay l'/2" (2,001 - 4,000 sy) 1 Square Yard $6.23
Asphalt Concrete Overlay 1Y2" (4,001 - 6,000 sy) 1 Square Yard $5.29
Asphalt Concrete Overlay l'/2" (6,001 - 8,000 sy) 1 Square Yard $5.29
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $9.24
Asphalt Concrete Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $9.24
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $9.24
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $9.24
Asphalt Concrete Overlay 2'/2" (1-2,000 sy) 1 Square Yard $15.72
Asphalt Concrete Overlay 2Y2" (2,001 - 4,000 sy) 1 Square Yard $15.72
Asphalt Concrete Overlay 2'/2" (4,001 - 6,000 sy) 1 Square Yard $15.72
Asphalt Concrete Overlay 2Y2" (6,001 - 8,000 sy) 1 Square Yard $15.72
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $5.29
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $5.29
Asphalt Rubber Overlay 1 1/2" (1-2,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay P/2" (2,001 - 4,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay 1Y2" (4,001 - 6,000 sy) 1 Square Yard $5.29
Asphalt Rubber Overlay P/2" (6,001 - 8,000 sy) 1 Square Yard $5.29
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $6.23
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $6.23
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $16.18
Asphalt Chip Seal RAB-Precoated LV(20,001 -40,000 sy) 1 Square Yard $15.10
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $14.02
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $12.94
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $11.86
Asphalt Chip Seal RAB-Precoated HV (1 -20,000 sy) 1 Square Yard $16.18
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 1 Square Yard $15.10
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $14.02
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $12.94

SERIAL 180125-S
REGIONAL PAVEMENT MAINTENANCE OF ARIZONA, INC., 2435 S. 6TH AVE, PHOENIX AZ 85003
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal RAB-Precoated HV (140,001 -200,000 1 Square Yard $11.86
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 -20,000 sy) 1 Square Yard $15.10
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $14.02
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $12.94
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $11.86
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $10.78
Asphalt Chip Seal RAB-Uncoated HV (1 -20,000 sy) 1 Square Yard $16.18
Asphalt Chip Seal RAB-Uncoated I-W (20,001 -40,000 sy) 1 Square Yard $15.10
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $14.02
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $12.94
Asphalt Chip Seal RAB-Uncoated I-W (140,001 -200,000 sy) 1 Square Yard $11.86
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $6.23
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $6.23
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $6.23
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $5.29
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 1 Square Yard $5.29
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $9.24
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $9.24
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $9.24
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $6.23
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $6.23
332 SLURRY SEAL
Slurry Seal Type 1(1-20,000 sy) 1 Square Yard $1.67
Slurry Seal Type 1(20,001 -40,000 sy) 1 Square Yard $1.67
Slurry Seal Type 1(40,001 - 80,000 sy) 1 Square Yard $1.67
Slurry Seal Type 1(80,001 - 140,000 sy) 1 Square Yard $1.67
Slurry Seal Type 1(140,001 -200,000 sy) 1 Square Yard $1.67
Slurry Seal Type 11 (1-20,000 sy) 1 Square Yard $1.69
Slurry Seal Type 11 (20,001 - 40,000 sy) 1 Square Yard $1.69
Slurry Seal Type 11 (40,001 - 80,000 sy) 1 Square Yard $1.69
Slurry Seal Type 11 (80,001 - 140,000 sy) 1 Square Yard $1.69
Slurry Seal Type 11 (140,001 -200,000 sy) 1 Square Yard $1.69
Slurry Seal Type III (1-20,000 sy) 1 Square Yard $1.70
Slurry Seal Type III (20,001 -40,000 sy) 1 Square Yard $1.70
Slurry Seal Type 111 (40,001 - 80,000 sy) 1 Square Yard $1.70
Slurry Seal Type III (80,001 - 140,000 sy) 1 Square Yard $1.69
Slurry Seal Type III (140,001 -200,000 sy) 1 Square Yard $1.69

SERIAL 180125-S
REGIONAL PAVEMENT MAINTENANCE OF ARIZONA, INC., 2435 S. 6TH AVE, PHOENIX AZ 85003
Spec Title Qty Unit of Measure UNIT PRICE
Section
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $797.97
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $808.76
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $776.41
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 1 Ton $797.97
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $754.84
TR-Fog Seal (1-20,000 sy) 1 Ton $808.76
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $797.97
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $787.19
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $776.41
TR-Fog Seal (140,001 - 200,000 sy) 1 Ton $765.62
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.36
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $0.36
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.36
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.36
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.36
Category 2 Crack Filling 1 Pounds $0.36
Category 3 Crack Filling 1 Linear Foot $0.36
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $307.33
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $377.42
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 I Each/Day 1 $59.31
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $0.73
Remove Thermoplastic Stripe 1 LF $0.75
Remove Type 1 Preformed Plastic Marking Tape 1 LF $0.81
Remove Painted Symbol / Legend 1 Each $50.68
Remove Thermoplastic Symbol / Legend 1 Each $92.74
Remove Raised Pavement Marker 1 Each $5.39

SERIAL 180125-S
REGIONAL PAVEMENT MAINTENANCE OF ARIZONA, INC., 2435 S. 6TH AVE, PHOENIX AZ 85003
Spec Title Qty Unit of Measure UNIT PRICE
Section
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.25
4" Yellow Traffic Paint Stripe 1 LF $0.25
462 I THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $0.63
4" Yellow Thermoplastic Traffic Stripe 1 LF $0.63
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $5.39
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $5.39
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $5.39
Waif)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $5.39
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $2,695.86
6' x 20' Quadrupole Loop 1 Each $2,803.69
6' x 30' Quadrupole Loop 1 Each $3,450.70
6' x 40' Quadrupole Loop 1 Each $3,558.54
6' x 50' Quadrupole Loop 1 Each $3,774.20
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VC0000003958
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL I80125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the TVIaricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
littns://www.maricopa.eov/DocutneutCenter/Viewi6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
Regional Pavement Maintenance of Arizona, Inc. 41-2130279 14-818-3317
RESPONDENT (FIRM) SUBMITTING PROPOSAL /71RAL TAX ID NUMBER DUNS #
Joseph P. DiGiugno, President
PRINTED NAME AND TITLE
2435 S. 6th Avenue (480) 963-3416 (480) 963-3417
ADDRESS TELEPHONE FAX #
Phoenix AZ 85003 9/26/2017
CITY STATE ZIP DATE
WEB SITE: www.regionalaz.com EMAIL ADDRESS: joe@regionalaz.com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
SOUTHWEST SLURRY SEAL, INC., 22855 N. 21ST AVENUE, PHOENIX AZ 85027
COMPANY NAME: Southwest Slurry Seal, Inc.
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 22855 N. 21st Avenue
Phoenix AZ 85027
REMIT TO ADDRESS:
TELEPHONE NUMBER: 623-582-1919
FACSIMILE NUMBER: 623-434-8805
WEB SITE: southwestslurryseal.com
REPRESENTATIVE NAME: Rich Francis
REPRESENTATIVE TELEPHONE NUMBER: 623-582-1919
REPRESENTATIVE E-MAIL: richardf@southwestslurryseal.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
Pt, NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $3.51
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.38
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.20
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.17
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.00
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $4.48
Microsurfacing Type III Aggregate (20,001 -40,000 sy) 1 Square Yard $2.83
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.59
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.44
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.42
332 SLURRY SEAL
Slurry Seal Type 11 (1-20,000 sy) 1 Square Yard $3.34
Slurry Seal Type 11 (20,001 - 40,000 sy) 1 Square Yard $2.06
Slurry Seal Type 11 (40,001 - 80,000 sy) 1 Square Yard $1.91
Slurry Seal Type 11 (80,001 - 140,000 sy) 1 Square Yard $1.80
Slurry Seal Type 11 (140,001 - 200,000 sy) 1 Square Yard $1.80
Slurry Seal Type III (1-20,000 sy) 1 Square Yard $3.67
Slurry Seal Type III (20,001 - 40,000 sy) 1 Square Yard $2.39
Slurry Seal Type III (40,001 - 80,000 sy) 1 Square Yard $2.34
Slurry Seal Type III (80,001 - 140,000 sy) 1 Square Yard $2.17
Slurry Seal Type 111 (140,001 -200,000 sy) 1 Square Yard $2.16

SERIAL 180125-S
SOUTHWEST SLURRY SEAL, INC., 22855 N. 21ST AVENUE, PHOENIX AZ 85027
Spec Title Qty Unit of Measure UNIT PRICE
Section
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $3,460.00
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $2,130.00
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $1,890.00
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 1 Ton $1,780.00
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $1,675.00
TR-Fog Seal (1-20,000 sy) 1 Ton $3,560.00
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $2,420.00
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $1,965.00
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $1,765.00
TR-Fog Seal (140,001 - 200,000 sy) 1 Ton $1,745.00
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.95
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $0.85
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.85
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.85
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.85
Category 2 Crack Filling 1 Pounds $5.00
Category 3 Crack Filling 1 Linear Foot $25.00
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $500.00
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $500.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I Each/Day I $100.00
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $1.25
Remove Thermoplastic Stripe 1 LF $1.50
Remove Type 1 Preformed Plastic Marking Tape 1 LF $2.00
Remove Painted Symbol / Legend 1 Each $155.00
Remove Thermoplastic Symbol / Legend 1 Each $200.00
Remove Raised Pavement Marker 1 Each $2.50

SERIAL 180125-S
SOUTHWEST SLURRY SEAL, INC., 22855 N. 21ST AVENUE, PHOENIX AZ 85027
Spec Title Qty Unit of Measure UNIT PRICE
Section
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.50
4" Yellow Traffic Paint Stripe 1 LF $0.50
462 THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $0.95
4" Yellow Thermoplastic Traffic Stripe 1 LF $0.95
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $6.00
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $6.00
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $6.00
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $10.00
2-Way)
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VS0000002050
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
https://www.maricopa.vv/DocurnentCenterNiew/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
Southwest Slurry Seal, Inc. 86-0415204 05-250-0998
RESPONDENT (FIRM) SUBMITTING PROPOSAL
Richard Francis, President
PRINTED NAME AND TITLE AUTHORIZED SIGNATURE
22855 N. 21st Avenue 623-582-1919 623-434-8805
ADDRESS TELEPHONE FAX #
Phoenix, AZ 85027-2034 November 9, 2017
CITY STATE ZIP DATE
WEB SI I E: www . sou thwests lurryseal . com EMAIL ADDRESS: richardf@southwestslurryseal com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
SUNLAND ASPHALT, 3002 SOUTH PRIEST DRIVE, TEMPE, AZ 85282
COMPANY NAME: Sunland Asphalt & Construction, Inc.
DOING BUSINESS AS (DBA) NAME: Sunland Asphalt
MAILING ADDRESS: 3002 South Priest Drive
Tempe, AZ 85282
REMIT TO ADDRESS: same as above
TELEPHONE NUMBER: 602-323-2800
FACSIMILE NUMBER: 602-323-2828
WEB SITE: www.sunlandasphalt.com
REPRESENTATIVE NAME: Rick Risner
REPRESENTATIVE TELEPHONE NUMBER: 602-705-1041
REPRESENTATIVE E-MAIL: rrisner@sunlandasphalt.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $1.15
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.10
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.05
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $0.90
Asphalt Milling 1" (140,001 - 200,000 sy) 1 Square Yard $0.75
Asphalt Milling l'A" (1-20,000 sy) 1 Square Yard $1.30
Asphalt Milling 1 '/2" (20,001 - 40,000 sy) 1 Square Yard $1.25
Asphalt Milling 1 '/2"(40,001 - 80,000 sy) 1 Square Yard $1.20
Asphalt Milling 1 1/4"(80,001 - 140,000 sy) 1 Square Yard $1.10
Asphalt Milling 1 'A" (140,001 -200,000 sy) 1 Square Yard $1.05
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $1.60
Asphalt Milling 2" (20,001 -40,000 sy) 1 Square Yard $1.55
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $1.50
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $1.40
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $1.30
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $2.75
Asphalt Milling 4" (20,001 - 40,000 sy) 1 Square Yard $2.70
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $2.65
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $2.50
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $2.30

SERIAL 180125-S
SUNLAND ASPHALT, 3002 SOUTH PRIEST DRIVE, TEMPE, AZ 85282
Spec Title Qty Unit of Measure UNIT PRICE
Section
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $9.50
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $7.30
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $6.85
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $6.40
Asphalt Concrete Overlay 11/2" (1-2,000 sy) 1 Square Yard $11.25
Asphalt Concrete Overlay 11/2" (2,001 - 4,000 sy) 1 Square Yard $9.60
Asphalt Concrete Overlay 11/2" (4,001 - 6,000 sy) 1 Square Yard $8.70
Asphalt Concrete Overlay 11/2 (6,001 - 8,000 sy) 1 Square Yard $8.60
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $14.75
Asphalt Concrete Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $12.50
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $11.35
Asphalt Concrete Overlay 2" (6,001 -8,000 sy) 1 Square Yard $11.00
Asphalt Concrete Overlay 21/2" (1-2,000 sy) 1 Square Yard $16.75
Asphalt Concrete Overlay 21/2" (2,001 - 4,000 sy) 1 Square Yard $14.75
Asphalt Concrete Overlay 21/2" (4,001 - 6,000 sy) 1 Square Yard $13.40
Asphalt Concrete Overlay 21/2" (6,001 - 8,000 sy) 1 Square Yard $13.10
325 Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $10.75
Asphalt Rubber Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $8.60
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $7.95
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $7.30
Asphalt Rubber Overlay 11/2" (1-2,000 sy) 1 Square Yard $14.00
Asphalt Rubber Overlay 11/2" (2,001 -4,000 sy) 1 Square Yard $11.50
Asphalt Rubber Overlay 11/2" (4,001 - 6,000 sy) 1 Square Yard $10.85
Asphalt Rubber Overlay 11/2" (6,001 - 8,000 sy) 1 Square Yard $10.25
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $18.00
Asphalt Rubber Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $15.00
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $13.60
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $13.10
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $3.65
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 1 Square Yard $3.35
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $3.05
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $2.95
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $2.85
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 1 Square Yard $3.90
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 1 Square Yard $3.60
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $3.30
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $3.25

SERIAL 180125-S
SUNLAND ASPHALT, 3002 SOUTH PRIEST DRIVE, TEMPE, AZ 85282
Section Spec Title Qty Unit of Measure UNIT PRICE
330 Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 1 Square Yard $3.20
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 1 Square Yard $3.25
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $2.95
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $2.65
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $2.55
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $2.45
Asphalt Chip Seal RAB-Uncoated (1 - 20,000 sy) 1 Square Yard $3.50
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 1 Square Yard $3.20
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) Square Yard $2.90
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $2.85
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 1 Square Yard $2.80
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $3.50
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.25
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.20
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.00
Microsurfacing Type II Aggregate (140,001 -200,000 sy) 1 Square Yard $1.90
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $4.30
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.95
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.74
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.51
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.40
332 SLURRY SEAL
Slurry Seal Type 11 (1-20,000 sy) Square Yard $3.25
Slurry Seal Type 11 (20,001 - 40,000 sy) Square Yard $2.05
Slurry Seal Type 11 (40,001 - 80,000 sy) 1 Square Yard $1.95
Slurry Seal Type 11 (80,001 - 140,000 sy) 1 Square Yard $1.85
Slurry Seal Type 11 (140,001 -200,000 sy) 1 Square Yard $1.65
Slurry Seal Type III (1-20,000 sy) 1 Square Yard $3.65
Slurry Seal Type III (20,001 - 40,000 sy) 1 Square Yard $2.40
Slurry Seal Type III (40,001 - 80,000 sy) 1 Square Yard $2.40
Slurry Seal Type III (80,001 - 140,000 sy) 1 Square Yard $2.15
Slurry Seal Type III (140,001 - 200,000 sy) 1 Square Yard $2.05

SERIAL 180125-S
SUNLAND ASPHALT, 3002 SOUTH PRIEST DRIVE, TEMPE, AZ 85282
Spec Title Qty Unit of Measure UNIT PRICE
Section
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $900.00
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $850.00
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $805.00
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) Ton $775.00
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $750.00
TR-Fog Seal (1-20,000 sy) 1 Ton $760.00
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $715.00
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $670.00
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $645.00
TR-Fog Seal (140,001 - 200,000 sy) 1 Ton $615.00
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.42
Category 1 Crack Seal (20,001 - 40,000 sy) 1 Square Yard $0.39
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.35
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.34
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.32
Category 2 Crack Filling 1 Pounds $2.65
Category 3 Crack Filling 1 Linear Foot $8.60
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $570.00
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $545.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 I Each/Day I $55.00
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Painted Stripe 1 LF $1.15
Remove Thermoplastic Stripe 1 LF $1.45
Remove Type 1 Preformed Plastic Marking Tape 1 LF $1.45
Remove Painted Symbol / Legend 1 Each $60.00
Remove Thermoplastic Symbol / Legend 1 Each $90.00
Remove Raised Pavement Marker 1 Each $2.25

SERIAL 180125-S
SUNLAND ASPHALT, 3002 SOUTH PRIEST DRIVE, TEMPE, AZ 85282
Spec Title Qty Unit of Measure UNIT PRICE
Section
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.25
4" Yellow Traffic Paint Stripe 1 LF $0.25
462 THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $0.50
4" Yellow Thermoplastic Traffic Stripe 1 LF $0.50
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $4.25
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- Each $4.25
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $4.25
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, 1 Each $4.25
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $675.00
6' x 20' Quadrupole Loop 1 Each $850.00
6' x 30' Quadrupole Loop 1 Each $1,000.00
6' x 40' Quadrupole Loop 1 Each $1,200.00
6' x 50' Quadrupole Loop 1 Each $1,350.00
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VC0000007434
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a
part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
https://www.maricopa.gov/DocumentCenterNiew/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
Sunland Asphalt & Construction, Inc. 86-0455988 025190760
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAI/11X ID NUMBER DUNS #
Craig Weems, President
PRINTED NAME AND TITLE AUTHORIZ TO SIGNATURE
3002 South Priest Drive 602-323-2800 602-323-2828
ADDRESS TELEPHONE FAX #
Tempe AZ 85282 9/25/2017
CITY STATE ZIP DATE
WEB SI I E: wwvv.sunlandasphalt.com EMAIL ADDRESS: draigw@sunlandasphalt.com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
VIASUN CORPORATION, 3621 E. SUPERIOR AVE., PHOENIX, AZ 85040
COMPANY NAME: Viasun Corporation
DOING BUSINESS AS (DBA) NAME:
MAILING ADDRESS: 3621 E. Superior Ave.
Phoenix, AZ 85040
REMIT TO ADDRESS: 3621 E. Superior Ave.
Phoenix, AZ 85040
TELEPHONE NUMBER: 480-268-9669
FACSIMILE NUMBER: 480-223-6295
WEB SITE: www.viasuncorp.com
REPRESENTATIVE NAME: Jeff Abraham
REPRESENTATIVE TELEPHONE NUMBER: 602-810-2965
REPRESENTATIVE E-MAIL: jeff@viasuncorp.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
5% 30 DAYS NET 31 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
317 Asphalt Milling
Asphalt Milling 1" (1-20,000 sy) 1 Square Yard $1.45
Asphalt Milling 1" (20,001 -40,000 sy) 1 Square Yard $1.40
Asphalt Milling 1"(40,001 - 80,000 sy) 1 Square Yard $1.35
Asphalt Milling 1"(80,001 - 140,000 sy) 1 Square Yard $1.30
Asphalt Milling 1" (140,001 - 200,000 sy) 1 Square Yard $1.30
Asphalt Milling li/2" (1-20,000 sy) 1 Square Yard $1.65
Asphalt Milling 11/2 (20,001 -40,000 sy) 1 Square Yard $1.60
Asphalt Milling 1 '/2"(40,001 - 80,000 sy) 1 Square Yard $1.55
Asphalt Milling 1 1/4."(80,001 - 140,000 sy) 1 Square Yard $1.50
Asphalt Milling 1 V2" (140,001 - 200,000 sy) 1 Square Yard $1.45
Asphalt Milling 2" (1-20,000 sy) 1 Square Yard $1.75
Asphalt Milling 2" (20,001 -40,000 sy) 1 Square Yard $1.70
Asphalt Milling 2"(40,001 - 80,000 sy) 1 Square Yard $1.65
Asphalt Milling 2"(80,001 - 140,000 sy) 1 Square Yard $1.60
Asphalt Milling 2" (140,001 - 200,000 sy) 1 Square Yard $1.55
Asphalt Milling 4" (1-20,000 sy) 1 Square Yard $2.60
Asphalt Milling 4" (20,001 - 40,000 sy) 1 Square Yard $2.55
Asphalt Milling 4"(40,001 - 80,000 sy) 1 Square Yard $2.50
Asphalt Milling 4"(80,001 - 140,000 sy) 1 Square Yard $2.45
Asphalt Milling 4" (140,001 - 200,000 sy) 1 Square Yard $2.40

SERIAL 180125-S
VIASUN CORPORATION, 3621 E. SUPERIOR AVE., PHOENIX, AZ 85040
Spec Title Qty Unit of Measure UNIT PRICE
Section
321 Asphalt Concrete Overlay
Asphalt Concrete Overlay 1" (1-2,000 sy) 1 Square Yard $14.15
Asphalt Concrete Overlay 1" (2,001 - 4,000 sy) 1 Square Yard $8.75
Asphalt Concrete Overlay 1" (4,001 - 6,000 sy) Square Yard $7.70
Asphalt Concrete Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $7.45
Asphalt Concrete Overlay 1 1/2" (1-2,000 sy) 1 Square Yard $17.10
Asphalt Concrete Overlay PA" (2,001 - 4,000 sy) 1 Square Yard $11.65
Asphalt Concrete Overlay l'/2" (4,001 - 6,000 sy) 1 Square Yard $10.50
Asphalt Concrete Overlay l'/2" (6,001 - 8,000 sy) Square Yard $10.25
Asphalt Concrete Overlay 2" (1-2,000 sy) 1 Square Yard $20.05
Asphalt Concrete Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $14.45
Asphalt Concrete Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $13.60
Asphalt Concrete Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $13.10
Asphalt Concrete Overlay 2'/2" (1-2,000 sy) 1 Square Yard $23.00
Asphalt Concrete Overlay 2'/2" (2,001 - 4,000 sy) 1 Square Yard $17.25
Asphalt Concrete Overlay T/2" (4,001 - 6,000 sy) 1 Square Yard $16.70
Asphalt Concrete Overlay 2'/2" (6,001 - 8,000 sy) 1 Square Yard $16.35
325 I Asphalt-Rubber Asphalt Concrete
Asphalt Rubber Overlay 1" (1-2,000 sy) 1 Square Yard $15.60
Asphalt Rubber Overlay 1" (2,001 -4,000 sy) 1 Square Yard $11.10
Asphalt Rubber Overlay 1" (4,001 - 6,000 sy) 1 Square Yard $8.85
Asphalt Rubber Overlay 1" (6,001 - 8,000 sy) 1 Square Yard $8.65
Asphalt Rubber Overlay l'/2" (1-2,000 sy) 1 Square Yard $19.50
Asphalt Rubber Overlay P/2" (2,001 - 4,000 sy) 1 Square Yard $14.80
Asphalt Rubber Overlay l'/2" (4,001 - 6,000 sy) 1 Square Yard $12.75
Asphalt Rubber Overlay PA" (6,001 - 8,000 sy) 1 Square Yard $12.60
Asphalt Rubber Overlay 2" (1-2,000 sy) 1 Square Yard $23.30
Asphalt Rubber Overlay 2" (2,001 - 4,000 sy) 1 Square Yard $18.75
Asphalt Rubber Overlay 2" (4,001 - 6,000 sy) 1 Square Yard $17.00
Asphalt Rubber Overlay 2" (6,001 - 8,000 sy) 1 Square Yard $16.50
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $5.25
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 1 Square Yard $4.95
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $4.65
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $4.25
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $4.00
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 1 Square Yard $5.50
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 1 Square Yard $5.25
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $4.95
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $4.65

SERIAL 180125-S
VIASUN CORPORATION, 3621 E. SUPERIOR AVE., PHOENIX, AZ 85040
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal RAB-Precoated 1{V (140,001 - 200,000 1 Square Yard $4.25
sy)
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 1 Square Yard $5.00
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $4.70
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $4.35
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $4.00
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $3.70
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 1 Square Yard $5.25
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 1 Square Yard $4.75
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $4.35
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $3.95
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 1 Square Yard $3.90
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $2.30
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $1.90
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $1.80
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $1.75
Microsurfacing Type II Aggregate (140,001 -200,000 sy) 1 Square Yard $1.70
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $2.95
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.75
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.55
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.40
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.30
332 SLURRY SEAL
Slurry Seal Type 1(1-20,000 sy) 1 Square Yard $2.30
Slurry Seal Type 1(20,001 -40,000 sy) 1 Square Yard $1.75
Slurry Seal Type 1(40,001 - 80,000 sy) 1 Square Yard $1.70
Slurry Seal Type 1(80,001 - 140,000 sy) 1 Square Yard $1.50
Slurry Seal Type 1(140,001 - 200,000 sy) 1 Square Yard $1.40
Slurry Seal Type 11 (1-20,000 sy) 1 Square Yard $2.30
Slurry Seal Type 11 (20,001 -40,000 sy) 1 Square Yard $1.75
Slurry Seal Type 11 (40,001 - 80,000 sy) 1 Square Yard $1.70
Slurry Seal Type 11 (80,001 - 140,000 sy) 1 Square Yard $1.50
Slurry Seal Type II '(140,001 -200,000 sy) 1 Square Yard $1.40
Slurry Seal Type III (1-20,000 sy) 1 Square Yard $2.90
Slurry Seal Type III (20,001 - 40,000 sy) 1 Square Yard $2.70
Slurry Seal Type III (40,001 - 80,000 sy) 1 Square Yard $2.50
Slurry Seal Type III (80,001 - 140,000 sy) 1 Square Yard $2.30
Slurry Seal Type III (140,001 -200,000 sy) 1 Square Yard $2.15

SERIAL 180125-S
VIASUN CORPORATION, 3621 E. SUPERIOR AVE., PHOENIX, AZ 85040
Spec Title Qty Unit of Measure UNIT PRICE
Section
334 PRESERVATIVE SEAL
OPTIVPAVE Surface Seal (1-20,000 sy) 1 Ton $1,500.00
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 1 Ton $1,450.00
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 1 Ton $1,375.00
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 1 Ton $1,275.00
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 1 Ton $1,175.00
TR-Fog Seal (1-20,000 sy) 1 Ton $1,450.00
TR-Fog Seal (20,001 - 40,000 sy) 1 Ton $1,400.00
TR-Fog Seal (40,001 - 80,000 sy) 1 Ton $1,300.00
TR-Fog Seal (80,001 - 140,000 sy) 1 Ton $1,200.00
TR-Fog Seal (140,001 -200,000 sy) 1 Ton $1,100.00
337 Crack Seal
Category 1 Crack Seal (1-20,000 sy) 1 Square Yard $0.37
Category 1 Crack Seal (20,001 - 40,000 sy) Square Yard $0.33
Category 1 Crack Seal (40,001 - 80,000 sy) 1 Square Yard $0.31
Category 1 Crack Seal (80,001 - 140,000 sy) 1 Square Yard $0.29
Category 1 Crack Seal (140,001 - 200,000 sy) 1 Square Yard $0.27
Category 2 Crack Filling 1 Pounds $1.25
Category 3 Crack Filling Linear Foot $6.00
345 ADJUSTING FRAMES, COVERS, AND VALVE BOXES
Adjust Manhole Frame and Cover MAG Det. 422 1 Each $750.00
Adjust Frame and Cover to Grade, MAG Det. 270 1 Each $750.00
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 Each/Day $100.00
460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
Remove Remove Painted Painted Stripe Stripe 1 1 LF LF $0.60 $0.60
Remove Remove Thermoplastic Stripe Thermoplastic Stripe LF LF $0.70 $0.70
Remove Remove Type 1 Type Preformed 1 Plastic Preformed Marking Tape Plastic Marking 1 Tape LF 1 LF $0.65 $0.65
Remove Remove Painted Painted Symbol Symbol / / Legend Legend 1 1 Each Each $40.00 $40.00
Remove Remove Thermoplastic Thermoplastic Symbol Symbol / / Legend Legend 1 1 Each Each $50.00 $50.00
Remove Raised Pavement Marker 1 Each $2.00

SERIAL 180125-S
VIASUN CORPORATION, 3621 E. SUPERIOR AVE., PHOENIX, AZ 85040
Spec Title Qty Unit of Measure UNIT PRICE
Section
461 PAINTED PAVEMENT MARKINGS
4" White Traffic Paint Stripe 1 LF $0.20
4" Yellow Traffic Paint Stripe 1 LF $0.20
462 THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS
4" White Thermoplastic Traffic Stripe 1 LF $0.75
4" Yellow Thermoplastic Traffic Stripe 1 LF $0.75
463 RAISED PAVEMENT MARKERS
Reflectorized Raised Pavement Marker (Type G, Clear, 1 Each $4.75
1-Way)
Reflectorized Raised Pavement Marker (Type D, Yellow, 2- 1 Each $4.75
Way)
Reflectorized Raised Pavement Marker (Type H, Yellow, 1- 1 Each $4.75
Way)
Reflectorized Raised Pavement Marker (Type BB, Blue, Each $6.75
2-Way)
473 DETECTORS
6' x 6 Detector Loop 1 Each $1,000.00
6' x 20' Quadrupole Loop 1 Each $1,220.00
6' x 30' Quadrupole Loop 1 Each $1,250.00
6' x 40' Quadrupole Loop 1 Each $1,600.00
6' x 50' Quadrupole Loop 1 Each $2,000.00
PRICING SHEET: NIGP CODE 913-27
Terms: 5% 30 DAYS NET 31 DAYS
Vendor Number:
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the Respondent's
Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the Maricopa
County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith made a part
of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED THE
ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
https://www.maricopa.gov/DocumentCenterNiew/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
X Small Business Enterprise (SBE)
Viasun Corporation 45-3251748
RESPONDENT (FIRM) SUBMITTING PROPOSAL
Rolando Perez - President
PRINTED NAME AND TITLE
3621 E. Superior Ave.
ADDRESS
Phoenix AZ 85040 November 9,2017
CITY STATE ZIP DATE
WEB SITE: Viasuncorp.com
EMAIL ADDRESS: rolando@viasumcorp.com
MARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DATE

SERIAL 180125-S
VSS INTERNATIONAL, INC., 6751 GALVESTON STREET, CHANDLER, AZ 85226
COMPANY NAME: VSS International, Inc.
DOING BUSINESS AS (DBA) NAME: VSS International, Inc.
MAILING ADDRESS: 6751 Galveston Street
Chandler, AZ 85226
REMIT TO ADDRESS: P.O. Box 981330
West Sacramento, CA 95798
TELEPHONE NUMBER: (916) 373-2420
FACSIMILE NUMBER: (916) 375-1654
WEB SITE: www.slurry.com
REPRESENTATIVE NAME: Jeff Roberts
REPRESENTATIVE TELEPHONE NUMBER: (916) 373-1500
REPRESENTATIVE E-MAIL: Contracts_VSSI@slurry.com
YES NO REBATE
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE
FROM THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
NET 30 DAYS
Spec Title Qty Unit of Measure UNIT PRICE
Section
330 Asphalt Chip Seal (LV = Table 716-1; HV = Table 716-2)
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 1 Square Yard $6.95
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 1 Square Yard $4.50
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 1 Square Yard $3.90
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 1 Square Yard $3.50
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 1 Square Yard $3.25
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 1 Square Yard $7.00
Asphalt Chip Seal RAB-Precoated HV (20,001 -40,000 sy) 1 Square Yard $4.75
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 1 Square Yard $4.00
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 1 Square Yard $3.60
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 1 Square Yard $3.35
sY)
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 1 Square Yard $6.65
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 1 Square Yard $4.10
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 1 Square Yard $3.65
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 1 Square Yard $3.10
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 1 Square Yard $3.05
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 1 Square Yard $6.75
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 1 Square Yard $4.20
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 1 Square Yard $3.75
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 1 Square Yard $3.30
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 1 Square Yard $3.10

SERIAL 180125-S
VSS INTERNATIONAL, INC., 6751 GALVESTON STREET, CHANDLER, AZ 85226
Spec Title Qty Unit of Measure UNIT PRICE
Section
331 Microsurfacing
Microsurfacing Type II Aggregate (1-20,000 sy) 1 Square Yard $4.00
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.40
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.00
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 1 Square Yard $1.85
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 1 Square Yard $1.75
Microsurfacing Type III Aggregate (1-20,000 sy) 1 Square Yard $4.50
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 1 Square Yard $2.95
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 1 Square Yard $2.50
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 1 Square Yard $2.25
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 1 Square Yard $2.15
332 SLURRY SEAL
Slurry Seal Type 1(1-20,000 sy) 1 Square Yard $3.75
Slurry Seal Type 1(20,001 - 40,000 sy) 1 Square Yard $2.25
Slurry Seal Type 1(40,001 - 80,000 sy) 1 Square Yard $1.80
Slurry Seal Type 1(80,001 - 140,000 sy) 1 Square Yard $1.50
Slurry Seal Type 1(140,001 - 200,000 sy) 1 Square Yard $1.35
Slurry Seal Type 11 (1-20,000 sy) 1 Square Yard $3.85
Slurry Seal Type 11 (20,001 - 40,000 sy) 1 Square Yard $2.35
Slurry Seal Type 11 (40,001 - 80,000 sy) 1 Square Yard $1.85
Slurry Seal Type 11 (80,001 - 140,000 sy) 1 Square Yard $1.65
Slurry Seal Type 11 (140,001 - 200,000 sy) 1 Square Yard $1.45
Slurry Seal Type III (1-20,000 sy) 1 Square Yard $4.40
Slurry Seal Type III (20,001 - 40,000 sy) 1 Square Yard $2.80
Slurry Seal Type III (40,001 - 80,000 sy) 1 Square Yard $2.35
Slurry Seal Type III (80,001 - 140,000 sy) 1 Square Yard $2.15
Slurry Seal Type III (140,001 - 200,000 sy) 1 Square Yard $2.05
401 TRAFFIC CONTROL
Changeable Message Boards for Public Notification I 1 I Each/Day I $25.00
PRICING SHEET: NIGP CODE 913-27
Terms: NET 30
Vendor Number: VS0000002051
Certificates of Insurance Required
Contract Period: To cover the period ending November 30, 2019.

Maricopa County Bid 180125-S
SERIAL 180125-S
ATTACHMENT B
AGREEMENT PAGE
Respondent hereby certifies that Respondent has read, understands and agrees that acceptance by Maricopa County of the
Respondent's Offer will create a binding Contract. Respondent agrees to fully comply with all terms and conditions as set forth in the
Maricopa County Procurement Code, and amendments thereto, together with the specifications and other documentary forms herewith
made a part of this specific procurement
BY SIGNING THIS PAGE THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED
THE ADMINISTRATIVE INFORMATION AND STANDARD CONTRACT'S TERMS AND CONDITIONS LOCATED AT
lans://www.maricopa.vv/DocumeniCeuter/View/6453 AND AGREE TO BE CONTRACTUALLY BOUND TO THEM.
Small Business Enterprise (SBE)
VSS International, Inc. 94-2270766 08-011-5249
RESPONDENT (FIRM) SUBMITTING PROPOSAL FEDERAL TAX ID ER DUNS #
Jordan Reed, Treasurer
PRINTED NAME AND TITLE AUTHORIZED XIQNATURE
6751 W. Galveston Street (916) 37,8-2420 (916) 375-1654
ADDRESS TELEPHONE FAX #
Chandler AZ 85226 09/26/2017
CITY STATE ZIP ateIE
WEB SITE : www.slurry.com EMAIL ADDRESS: VSS I Contracts@slurry.com
IVIARICOPA COUNTY, ARIZONA
BY:
CHAIRMAN, BOARD OF SUPERVISORS DATE
ATTESTED:
CLERK OF THE BOARD DATE
APPROVED AS TO FORM:
DEPUTY COUNTY ATTORNEY DALE
9/6/2017 9:32 AM p.41

SERIAL 180125-S
ASPHALT SERVICE AND REPAIR
1.0 INTENT:
The intent of this Invitation for Bids is to source contractors to perform asphalt pavement maintenance and
repair activities consisting of crack sealing, crack filling, asphalt pavement removal and replacement,
application of preservative seals, slurry seal, microsurfacing, pavement overlay, hot in-place recycling,
pavement markings, and other maintenance related items as needed.
This contract is to be used for public roadways, parking lots, intersections, turn lanes, and other work deemed
necessary by the County.
All work and terms shall be governed by the Maricopa Association of Governments' (MAC) Uniform
Standard Specifications for Public Works Construction as modified by the Maricopa County
Department of Transportation's Supplement to the MAG Uniform Standard Specifications for Public
Works Construction except as modified by this Contract or special provisions. MAG Specification
Section 102 (Bidding Requirements and Conditions) and MAC Specification Section 103 (Award and
Execution of Contract) are not applicable to this contract. In the event a conflict exists between
Contract Documents the order of precedence shall be as indicated in MAC specification Section 104.
Other County depai txiients may use this contract. The Maricopa County Depal tment of Transportation is not
responsible for contract administration of this contract when services are requested by other County agencies.
Maricopa County reserves the right to award this contract to multiple vendors. The County reserves the right
to award in whole or in part, by item or group of items, by section or geographic area, or make multiple
awards, where such action serves the County's best interest.
Other governmental entities under agreement with the County may have access to services provided
hereunder (see also Sections 3.9 and 3.10, 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. A purchase order will be issued for each
project or non-project work awarded under this contract.
2.0 SPECIFICATIONS:
2.1 CONTRACTOR PERFORMANCE REQUIREMENTS:
Contractor to supply all labor, supervision, materials, supplies, equipment, transportation, traffic
control, and all effort necessary to perform the work specified. Prior to the commencement of any
project or non-project work awarded under the Contract, the Contractor shall attend and participate
in a pre-construction conference as identified in Specification Section 108.1.1.
Prior to the submission of a bid for any project or non-project work Contractors are to visit the site
and familiarize themselves with any conditions that may affect work requirements and related costs.
Submission of a project bid will be prima facie evidence that the Contractor did, in fact, make a site
inspection and is aware of all conditions affecting perfoimance and bid prices.
2.2 AVAILABILITY OF SITE PLANS
When deemed necessary, and if possible, the Maricopa County Department of Transportation or the
requesting agency will furnish the Contractor plans of the site.

SERIAL 180125-S
2.3 PROJECT WORK:
2.3.1 All work under this contract that exceeds the established ceilings listed below shall be
performed as PROJECT work:
(a) Asphalt Concrete Overlay Project bid if over 8,000 sy
(b) Asphalt-Rubber Asphalt Concrete: Project bid if over 8,000 sy
(c) Hot In-Place Recycling: Project bid — no size limitation
(d) Asphalt Chip Seal Project bid if over 200,000 sy
(e) Microsurfacing: Project bid if over 200,000 sy
(f) Slurry Seal: Project bid if over 200,000 sy
(g) Preservative Seal: Project bid if over 200,000 sy
(h) Category 1 Crack Seal Project bid if over 200,000 sy
2.3.2 Each of the contractors assigned to this contract shall be provided a request for project bid
with a Scope of Work, Special Provisions, and agency provided Bid Schedule. Each
contractor MUST submit a response, with award issued to the lowest project bid.
Contractors are not to submit their own project bid schedules. Only agency letterhead bid
schedules are acceptable. All terms and conditions are those established under this
Contract and the Purchase Order work requirements. All additional charges for work not
included in the Project Scope of Work shall be adjusted in accordance with specification
Section 109 MEASUREMENTS AND PAYMENTS. All contractors are to have an
opportunity to bid on project work and user agencies MUST ensure all contractors of record
receive a project bid request.
2.4 NON-PROJECT WORK:
2.4.1 Non-project work consists of a relatively small quantity of work; the estimated quantities
do not qualify as Project Work.
2.4.2 Non-Project Work Pricing Schedule:
The Non-Project Work Pricing Schedule contains items marked TBE (to be established),
the unit prices and work requirements for such items can be greatly influenced by work
location, project quantities, or other project specific conditions. For items marked TBE
and Allowance items no value shall be inserted into the Unit Price column of the Non-
Project Work Pricing Schedule.
2.4.3 Contractor Selection for Non-Project Work:
Each of the contractors assigned to this contract shall be notified of each non-Project work
solicitation being made. Each contractor MUST submit a response. Each contractor will
be provided a request for bid with a Scope of Work, Special Provisions (when appropriate),
and agency provided Bid schedule. Contractors are not to submit their own project bid
schedules. Only agency letterhead bid schedules are acceptable.
The Scope of Work will clearly define the work location(s) and requirements using plans,
maps, or other appropriate means. The bidding schedule will contain a complete listing of
all work items, their estimated quantities, and values for all allowance items. Contractors
shall use the agency provided bidding schedule and insert the unit prices contained in their
submitted Non-Project Work Pricing Schedule and enter unit costs for all bid items not

SERIAL 180125-S
identified within the Non-Project Work Pricing Schedule or identified as TBE within the
Non-Project Work Pricing Schedule.
The contractor with the lowest bid will be issued a purchase order.
2.4.4 Payment for Non-Project Work:
Payment for Non-Project work will be based on a Net 30-day cycle.
2.5 UNIT PRICING:
2.5.1 All pricing is for "in-place" and accepted quantities. Costs that exceed the approved
purchase order will be processed by change order. All change orders to a project shall be
submitted in writing, referencing the contract serial number, and be approved by MCDOT
(or user agency if request was made by them) prior to any authorization to proceed. A
Contractor who fails to acquire prior approval by email or in writing of change orders runs
the risk of incurring these additional costs without payment.
2.5.2 The unit price for each item includes the cost of all related work, bonding, and taxes as
indicated in specification Section 109.2 SCOPE OF PAYMENT.
2.6 COMMENCING OF WORK:
For project and non-project work the Contractor shall be sent a Notice To Proceed letter issued by
the County (or user agency). The Contractor shall commence work as directed in the Notice To
Proceed. Notice to proceed shall be in writing and reference the contract serial number.
2.7 PERMITS/FEES:
The Contractor shall procure all permits as may be required by federal, state, and local laws,
ordinances, rules, and regulations, for the proper execution and completion of the work. The cost
of permit fees shall be passed through to the Contracting agency without mark-up. The Contractor
shall be responsible for paying without reimbursement, all assessed penalty fees that result from
non-compliance with permit requirements.
2.8 LICENSING:
Contractor shall have a current State of Arizona Registrar of Contractors license for asphalt paving
A-14 or A-General. Copy must accompany bid package.
2.9 ENGLISH SPEAKING REQUIREMENT:
There shall be at least one (1) person or more, as directed by the Maricopa County Department of
Transportation, or the County Using Department, on each shift on site, who can speak, read and
write English. This is not meant to require that all Contractor personnel speak, read, and write
English. Most tasks may require only the job supervisor, crew leader, or crew member to speak,
read, and write English. This requirement is necessary due to the following reasons, which include
but are not limited to:
(a) Warnings of emergencies and hazards.
(b) Communication with Maricopa County Personnel and Tenants.
2.10 CHANGE ORDERS:
The Contracting Agency reserves the right to make, at any time during the progress of the work,
such alterations in the details of construction and such increases or decreases in quantities as may
be found necessary or desirable. Such alterations and changes shall not invalidate the purchase
order nor release the surety and the Contractor agrees to perform the work as altered, the same as if

SERIAL 180125-S
it had been a part of the original purchase order. The Engineer will issue Change Orders to cover
unforeseen circumstances which make it impossible to carry out the work in accordance with the
original purchase order and project documents.
Contractor selection for Non-Project work is based on established bid prices. Pay items within the
Pricing Schedule for Non-Project Work that have various volume ranges shall be classified as major
bid items. Change orders that adjust quantities of major bid items shall not be allowed when the
revised quantities could have resulted in the selection of a different contractor (unless approved by
the Transportation Director).
2.11 ASPHALT MILLING: Asphalt milling shall be in accordance with specification Section 317.
2.12 ASPHALT CONCRETE PAVEMENT
2.12.1 PLACEMENT AND CONSTRUCTION OF ASPHALT CONCRETE PAVEMENT AND
ASPHALT OVERLAYS shall be in accordance with specification Section 321.
2.12.2 MATERIALS: The materials shall conform to specification Section 710. The specific
required mix type shall be called out in the purchase order documents or as directed by the
Engineer.
2.12.3 ADJUSTMENTS TO MAG SPECIFICATIONS AS MODIFIED BY THE MCDOT
SUPPLEMENT:
Add the following to specification Section 321.10 ACCEPTANCE:
321.10.7 Pavement Smoothness (Rideability): Pavement smoothness payment
adjustments shall only apply to roadways with new asphalt pavement surfacing length
greater than 0 5 miles, a functional classification of collector or higher, and a posted speed
limit of 40 mph or greater. When the new asphalt pavement has a minimum of two courses
of hot mix asphalt, each layer being 1.0 inch or greater or when the pavement has a new
overlay of at least 1.5 inches, the fmal pavement surface shall be evaluated for smoothness
by the Engineer.
Prior to the placement of the fmal course of a new pavement, the Engineer will furnish the
Contractor with a preliminary International Roughness Index (IRI) value that results from
the Engineer's evaluation of the material placed to date. The actual time of this
"preliminary" evaluation will be coordinated between the Engineer, the Contractor, and the
MCDOT Road Management Section (RMS) Supervisor. This evaluation will be limited to
one (1) test run in a single lane in each direction of travel. The IRI value will serve as a
guide to the Contractor in evaluating his current level of conformance with the smoothness
specification. Preliminary WI evaluations shall NOT be performed on road segments with
profile milling, due to the extreme rough texture created by the profiler. The IRI value
obtained after placement of the fmal course of pavement will be the basis for determining
payment adjustments for smoothness. The smoothness adjustment will be in accordance
with the New Construction Rideability Adjustment Schedule (Table 1) or the Overlay
Rideability Adjustment Schedule (Figure 1).
321.10.7.1 Evaluation Method: The MCDOT Road Management Section shall evaluate
the final pavement surface for smoothness, using the MCDOT TRI vehicle equipped with
an International Cybernetics Corp. Laser Road Profiler. The IRI value is the calculated
measurement of the deviation of a pavement surface from a true planar surface. The IRI
data is typically collected at the posted speed limit, however speeds may range from 20-
60mph. A zero IRI value would indicate a perfectly smooth pavement surface, while
increasing IRI values would correspond to an increasingly rough pavement surface. IRI
values will be calculated in inches of vertical displacement for every 0.10 mile lane
segment and normalized to inches/mile. [Example: a 0.10-mile section yielding an actual
vertical displacement of ten (10) inches would be normalized to an IRI value of 100
inches/mile.]

SERIAL 180125-S
The final pavement surface being evaluated will be divided into 0.10-mile road segments
and individual lanes. The final road segment will include any remaining portion of a
segment not equaling 0.10 miles. [Example: 1.52 miles of pavement divides into 15
segments with the last one measuring 0.12 miles.] The IRI is calculated for each 0.10-mile
segment and shall be averaged (three runs per lane) to determine the IRI value for that
segment. All values obtained from the RMS IRI vehicle shall be final.
The following shall be subject to smoothness testing:
1. Roadway lanes that are 0.5 miles or greater in length.
2. Smoothness data will not be computed for the following project sections;
• Lanes less than 0.5 miles in length.
• Shoulders.
• Pavement on horizontal curves that require the test vehicle to travel at speeds less
than 20 mph.
• Test segments with an irregularity such as bridge joints, cattle guards, drainage
swales, railroad tracks, valley gutters, or other irregularity item as identified by
the Engineer shall have a reduction in length of the test section by a minimum of
0.01 mile (53'), to exclude the irregularity from the data set.
3. Bridge decks shall be included only if paved as part of the project. If bridge decks are
not included as part of the construction project, profile testing will be suspended before
the first joint between the asphalt surfacing and the bridge/approach slab and restarted
after the last joint between the bridge/approach slab and the asphalt surfacing.
4. Smoothness measurement testing will start and stop at the transverse joints of the
project limits.
When requested by the Engineer, the Contractor shall provide traffic control for
smoothness testing to allow the test vehicle to safely travel through signalized intersections
and/or stop controls oriented in the test direction of travel.
The Contractor shall notify the Engineer within ten (10) working days after completion of
all pavement repairs that the pavement is ready for smoothness testing. The Engineer will
have the testing conducted within twenty (20) working days after notification by the
Contractor. All Asphalt concrete pavements shall conform to specification Section 321 or
325 prior to smoothness testing.
When the smoothness measurements indicate corrective work is required, the Engineer
shall notify the Contractor in writing within ten (10) working days after the completion of
the smoothness testing. The Contractor shall have twenty (20) working days following
such notification to make repairs to the pavement.
The Contractor shall notify the Engineer within ten (10) working days after completion of
all pavement repairs that the pavement is ready for smoothness re-testing. The Engineer
will conduct the testing within twenty (20) working days after notification by the
Contractor.
No testing shall be conducted during rain or under other conditions deemed inclement by
the Engineer. During testing the roadway must be free of moisture and other materials that
might affect the evaluation. Any work associated with preparing the roadway for the
evaluation, such as but not limited to sweeping, will not be measured for payment.
321.10.7.2 Payment Adjustment for Rideability: Only asphalt concrete confoi ming to
specification Section 321 or 325 shall be eligible for a positive payment adjustment for
rideability. Positive adjustments for rideability shall not be made for those areas
subsequently reviewed and determined by the Engineer to be otherwise defective. The

SERIAL 180125-S
Area shall be considered defective if it does not conform to requirements for Air Voids,
Binder Content, Gradation, Density, and/or Pavement Thickness.
Payment adjustments shall be made under the purchase order item Rideability. Payment
to the Contractor shall be based on the final IRI values adjusted according to Table 1 or
Figure 1. Table 1 (New Construction Rideability Adjustment Schedule) shall be used for
new construction and pavements constructed on reconditioned base or subgrade. Figure 1
(Overlay Rideability Adjustment Schedule) shall be used for single course overlays of 1.5"
or greater. The adjustment will be applied to each one tenth mile (0.10 mi.) segment of
each lane subject to smoothness testing. The rideability payment will be the indicated
percent adjustment multiplied times the adjusted purchase order price for the surface course
quantities of the hot mixed asphalt, asphalt overlay, or rubber asphalt overlay incorporated
into the final construction.
Payment for Rideability will be distributed based on segment areas; the area of each lane
segment will be the segment length times the segment width. The segment width shall be
the striped traffic lane width or modified lane width. The width for exterior lanes will be
the striped traffic lane width modified to include the asphalt area of adjacent bicycle lanes,
paved shoulders, and short auxiliary lanes. The width of the innermost traffic lanes will be
the striped traffic lane width modified to include the asphalt area of adjacent asphalt paved
medians and left turn bays.
Table 1— NEW CONSTRUCTION
RIDEABILITY ADJUSTMENT SCHEDULE
MI (inches per mile) PERCENT ADJUSTMENT
< 50 +10
51 - 60 +05
61 - 80 0
81 - 100 -05
101 - 110 -10
111 - 120 -25
>120 RxR Required
NOTES:
All IRI values will be rounded to the nearest whole number. (Example: 75.5 shall be
rounded to 76.)
"RxR Required" is the Removal and Replacement of the defective area.

SERIAL 180125-S
FIGURE 1
Overlay Rideability Adjustment Schedule
180
170
160
-10%
150
140
R4 move!
130
120
00% +5%
re- 100
0%
90 '10%
80
70
+10%
130
+5%
50
40 40%
30
20 40 60 80 100 120 140 160 180 220 240 260 280 300
IRI Before Overlay
Note: 1. For initial IR1 below 120, the smooth specification is the same as that for new pavement construction.
2. For initial IRI above 220, profile milling Is mandatory and MI be a pay item.
3. For initial IRI between 120 and 220, profile milling will not be a pay item.
Add the following to specification Section 321.13 PAYMENT
No separate payment for tack coat shall be made when asphalt concrete pavement is
measured by the square yard. The square yard unit price of asphalt concrete pavement
shall include all costs related to the accomplishment of tack coat requirements for asphalt
concrete pavement construction.
2.13 ASPHALT-RUBBER ASPHALT CONCRETE
2.13.1 PLACEMENT AND CONSTRUCTION OF ASPHALT-RUBBER ASPHALT
CONCRETE shall be in accordance with specification Section 325.
2.13.2 MATERIALS: The materials shall conform to specification Section 717. The specific
required mix type shall be called out in the purchase order documents or as directed by the
Engineer.

SERIAL 180125-S
2.13.3 ADJUSTMENTS TO MAG SPECIFICATIONS AS MODIFIED BY THE MCDOT
SUPPLEMENT:
Add the following to specification Section 325.9 ACCEPTANCE:
325.9.7 Rideability Testing: Rideability shall be tested in accordance with
provisions of specification Section 321.10.7 Pavement Smoothness.
Add the following to specification Section 325.12 PAYMENT
No separate payment for tack coat or lime water shall be made when asphalt-rubber
asphalt concrete (ARAC) is measured by the square yard. The square yard unit price
of ARAC shall include all costs related to the accomplishment of tack coat and lime
water requirements related to ARAC construction.
2.14 HOT IN-PLACE RECYCLING shall be in accordance with specification Section 327.
2.15 TACK COAT shall be in accordance with specification Section 329.
2.16 ASPHALT CHIP SEAL:
2.16.1 ASPHALT CHIP SEAL shall comply with specification Section 330.
2.16.2 ADJUSTMENTS TO MAG SPECIFICATIONS AS MODIFIED BY THE MCDOT
SUPPLEMENT:
Add the following to specification Section 330.2 MATERIALS
The Engineer must approve all material sources prior to their use. Once approved,
material sources shall not be changed without the approval of the Engineer. If required
by the Engineer, the Contractor shall submit material samples at least seven days prior
to start of construction. When requested, additional samples shall be furnished during
the construction period at no cost to the County. Material sample submittal is a non-
pay item.
330.2.3 Rubber Asphalt Binder (RAB): The asphalt binder shall consist of asphalt
cement, Granulated Reclaimed Tire Rubber (CRM), and SBS Polymer. This material
is designated as Rubber Asphalt Binder (RAB). The RAB may be manufactured by
terminal blending or field blending.
The ground tire tubber shall be any crumb rubber, derived from processing whole
scrap tires or shredded tire materials taken from automobiles, trucks, or other
equipment owned and operated in the United States. The processing shall not produce,
as a waste, casings, or other ground material that can hold water when stored or
disposed above ground. Rubber tire buffmg produced by the re-treading process
qualifies as a source of crumb rubber.
The Contractor shall determine RAE/stone chip compatibility. Proposed aggregate
samples shall be submitted to the RAB supplier prior to the preparation of the mix
design to test the aggregate for stripping characteristics. All test results shall be
submitted to the Engineer.
330.2.3.1 Rubber Asphalt Binder (RAE) - Terminal Blend: The terminal blended
binder shall be smooth, homogeneous and comply with the following requirements:

SERIAL 180125-S
RUBBER ASPHALT BINDER (RAE) - TERMINAL BLEND
Property Test Method Requirement
Ground Tire Rubber Content, Certificate of Compliance 5 Min.
% of weight of total RAB
SBS Polymer, Certificate of Compliance 2-3
% of weight of total RAB
Penetration @ 77°F, 100g/5 sec., DIVILVI ASTM D-5 55-75
Kinematic Viscosity @ 275°F, -cSt ASTM D-2170 2000 Max.
Softening Point, °F ASTM D-36 140 Min.
Solubility, % ASTM D-2042 97.5 Min.
Elastic Recovery @ 77°F, 5cm/min., ASTM D-6084 Modified 55 Min.
% Recovery After 1 Hour (Modify 10cm to 20cm)
Separation of Polymer, 325°F, % TEX-540-C (see Note below) Report
Retained Penetration Ratio
RTFO Pen. @ 77°F, 100g/5 sec. ASTM D-5 0.6-1.0
Original Pen. @ 77°F
Note: A 350-gram sample of the RAB is poured into a friction-top pint can
(approximately 3-1/2 inch diameter by 4 inch height) and stored for 48 hours at 325°F.
Upon completion of storage time the sample is visually examined for separation of
polymer from the asphalt (smoothness and homogeneity). If after visual evaluation a
question still exists about the separation of polymer, samples will be taken from the
top and bottom for softening point determination. A difference between the softening
points of top and bottom samples of 4 percent or more, based on the average of the top
and bottom softening points, constitutes separation (TEX-540-C).
Application and storage temperatures shall comply with the following requirements:
Type-Grade Recommended Max. Allowable, °F Max. Heating and
Range, °F Storage, °F
RAB 340-360 375 375 (see Note below)
Note: Maximum temperature for storage by the Asphalt Supplier or the Contractor shall
be 360°F. For RAB designated for surface treatment work, the temperature of the modified
asphalt binder may be increased to a maximum of 375°F by the supplier loading through
an in-line heater, or by the Contractor just prior to application. In any case, the heating,
storage, and application temperatures used shall be the lowest temperatures practical.
330.2.3.2 Rubber Asphalt Binder (RAB) - Field Blend: The field blended binder shall be
smooth, homogeneous and comply with the following requirements:
Base Asphalt: The recommended type and grade of asphalt cement utilized to manufacture
the RAB shall be PG 64-16. The actual grade used may be changed, as long as the end product
complies with these specifications.
Granulated Reclaimed Tire Rubber (CRM) and SBS Polymer: The CRM used shall be
produced primarily from the processing of automobile and truck tires. The rubber shall be
produced by ambient temperature grinding processes only. The SBS Polymer shall be a
pelletized or granulated thermoplastic elastomer type linear styrene-butadiene block
copolymer. It shall have a high enough molecular weight to provide excellent mechanical and
elastic properties to compound. The gradation of the SBS modifier shall meet the RAB
provider's need to produce homogeneous concentrate and fmal RAB product. The gradation
for CRM modifier when tested in accordance with ASTM C-136 (dry sieve only) and using
a 50-gram sample, shall comply with the following requirements.

SERIAL 180125-S
GRANULATED RECLAIMED TIRE RUBBER (CRM)
Sieve Size CRNI, % Passing
No. 8
No. 10
No. 16 100
No. 30 98-100
No. 50 Open
No. 200 Open
The use of CRM from multiple sources is acceptable provided that the overall blend of rubber
meets the gradation requirements. The CRM shall have a specific gravity of 1.15 +/- 0.05 and
shall be free of loose fabric, wire and other contaminants except that up to 4 percent (by
weight of rubber) calcium carbonate or talc may be added to prevent the rubber particles from
sticking together. The rubber shall be sufficiently dry so as to be free flowing and not produce
a foaming problem when blended with the hot asphalt cement. The CRM shall be accepted
by certification from the rubber supplier.
Rubber Asphalt Binder (RAB): The fmal RAB product shall be a result of two homogenous
blends of CRM concentrate and SBS Polymer concentrate and shall comply with the
following requirements.
REQUIRED PROPERTIES FOR
RUBBER ASPHALT BINDER (RAE) - FIELD BLEND
Property Test Method Requirement
Ground Tire Rubber Content, Certificate of Compliance 5-10
% of weight of total RAB
SBS Polymer, Certificate of Compliance 1-4
% of weight of total RAB
Penetration @ 77°F, 100g/5 sec., ASTM D-5 30-65
DMM
Rotational Viscosity @ 400°F, ASTM D-2669 300-900
Spindle 1 @ 12 rpm, cps
Softening Point, °F ASTM D-36 140 Min.
Elastic Recovery @ 77°F, ASTM D-6084 Modified
5cm/min , (Modify 10cm to 20cm) 50 M.
% Recovery After 2 Hours
Separation of Polymer, 325°F, % TEX 540-C Report
(see Note, top of page 5 of 16)
Solubility, % ASTM D-2042 92.5 Min.
Dynamic Shear, G*/sin6 @76°C AASHTO T315 1.00 Min.
kPa
Resilience % ASTM D-5329 20 Min.
The exact CRM and SBS Polymer content for final RAB shall be determined by the rubber
asphalt binder design submitted by the RAB supplier. The viscosity shall be conducted by
using a hand held RYAN VISCOMETER, Model VT-02 with rotor 1, or equivalent.
Rubber Asphalt Binder (RAB) Formulation: The RAB supplier shall furnish to the
Engineer within 15 days of the Notice to Proceed the RAB formulation, which shall contain
the following information:
(A) Asphalt Cement
(1) Source of Asphalt Cement
(2) Grade of Asphalt Cement
(3) Percentage of Asphalt Cement by total weight of RAB mixture

SERIAL 180125-S
Granulated Reclaimed Tire Rubber (CRM)
Source of CRM
Grade of CRM
Percentage of CRM by total weight of the RAB mixture
(C) SBS Polymer
(1) Source of SBS Polymer
(2) Grade of SBS Polymer
(3) Percentage of SBS Polymer by total weight of the RAB mixture
(D) Test results of properties listed in the table of REQUIRED PROPERTIES FOR
RUBBER ASPHALT BINDER (RAB) - FIELD BLEND.
If CR_M from more than one source is to be utilized, then the above information will be
required for each type of CRM used.
Rubber Asphalt Binder (RAB) Mixing and Reaction: The final RAB product shall be a
result of two step blending. During the first step of blending, homogenous blends of CRM
and SBS concentrates with elevated concentration, as determined by RAB design, are
produced separately at different specified temperatures. During the second step, the two
concentrates are blended to form a homogenous binder.
The temperature of the asphalt cement shall be between 375° F and 450° F at the addition of
the CRM to produce CR_M concentrate; and the temperature of the asphalt cement shall be
between 350° F and 400° F at the addition of the SBS Polymer to produce SBS concentrate.
The concentrates then shall be combined and mixed together, at the proper ratio as determined
in the rubber asphalt binder design, in an agitated interaction tank and reacted for a minimum
period of 60 minutes.
The temperature of the RAB mixture shall be at or above 375° F during the reaction period,
but shall not exceed 400° F and any time. Completely mixed and reacted RAB shall be stored
within a temperature range of 350° F and 400° F just prior to application. Exceeding the
400° F limit will be grounds for rejection of the affected rubber asphalt binder.
When a job delay occurs after full reaction and a batch of RAB is not used within six hours,
the RAB may be allowed to cool. When the temperature of RAB cools below 350°F and is
then reheated, the process is considered a reheating cycle. The total number of reheating cycle
shall not exceed two. The RAB shall be re-heated slowly to a uniform temperature not less
than 375°F, and agitated.
Rubber Asphalt Binder (RAB) Equipment: All equipment utilized in the production and
application of RAB materials shall be as follows:
(A) An asphalt cement heating tank with a hot oil heat transfer system or a retort heating
system capable of heating the asphalt cement to the proper temperature for blending
with the CRM and SBS Polymer.
(B) The mechanical blender shall have a two stage continuous mixing process capable of
producing a homogenous blend of asphalt cement, CRM, and SBS Polymer at the
mix design specified ratios, as directed by the Engineer. This unit shall be equipped
with a two compartment granulated materials feed system capable of supplying the
asphalt cement feed system, as not to interrupt the continuity of the blending process.
The maximum capacity of the primary blending vessel shall be 500 gallons. Both the
primary and secondary blenders shall be equipped with an agitation device orientated
horizontally in the blending vessel. The blending unit shall be capable of fully
blending the individual CRM and rubber particles with the asphalt cement Separate
asphalt cement feed pump and finished product pump are required. This unit shall

SERIAL 180125-S
have an asphalt cement/totalizing meter in gallons and a flow rate meter in gallons
per minute.
An approved "Siefer style" mill, or equivalent shall be capable of producing a
homogenous blend of SBS Polymer concentrate at the binder design specified ratio.
The interaction storage tank shall be mechanically agitated.
(C) A distributor truck equipped with a heating unit, and an internal mixing device
capable of maintaining a uniform mixture of asphalt cement, CRM, and SBS
Polymer. It shall be equipped with a full circulating spreader bar and pumping system
capable of applying RAB material within +/- 0.05 gallons per square yard tolerance
of the specified application rate, and must achieve a uniform covering of the surface
to be treated. The distributor shall have a boot board on the rear of the vehicle and a
bootman shall accompany the distributor. The bootman shall ride in a position so that
all the spray bar tips are in full view and readily assessable for unplugging, if a
plugged tip should occur. The distributor shall also include a tachometer, pressure
gauge, a volume-measuring device, and thermometer and shall also have a computer
rate control (CRC) installed.
330.2.4 Material Testing: The Contractor is responsible for the quality control of the
materials used. Testing done by the Engineer will be for acceptance and assurance that
materials used conform to the specifications and not considered quality control.
Asphalt Binder: Provisions for properly sampling from distributor trucks or on-site bulk
storage units shall be made by the Contractor. Sampling shall be done by the Contractor and
witnessed by the Engineer in accordance with the latest edition of ASTM D-140, "Standard
Methods of Sampling Bituminous Materials". The Engineer will test in accordance with the
latest edition of ASTM or AASHTO.
Assurance sampling and testing shall be once per 500 tons of asphalt binder. Material found
in non-compliance will be rejected and removed from the job site. No payment will be made
for rejected material. The project shall not resume until the new material is tested by the
Contractor's AASHTO asphalt accredited, independent, materials laboratory, and found in
compliance. The Contractor's test results shall be submitted to the Engineer for compliance
verification. No lost time will be considered as a result of material being found in non-
compliance.
Stone Chips: The stone chips will be sampled and tested by the Engineer in accordance with
the latest edition of ASTM C-136, "Sieve Analysis of Fine and Coarse Aggregates." The
Engineer will sample and test the stone chips, for approval, from the completed stockpile.
Add the following to specification Section 330.3 TIME OF APPLICATION AND WEATHER
CONDITIONS:
Chip seal shall not be placed when the asphalt binder spray is deflected from vertical by wind.
Add the following to specification Section 330.4.1 Preparation of surfaces:
Prior to the placement of the chip seal, the Contractor shall remove pavement markings
(striping, legends, symbols, and raised pavement markers) in compliance with specification
section 460.
Prior to removal of pavement markings, the Contractor shall document and detail the existing
pavement. The details shall include as a minimum the type, size, color, dimensions, and
specific detailed location of the delineation, in a manner acceptable to the Engineer, to enable
the Contractor or County Forces to replace the delineation, as it existed prior to the removal.
The pavement markings documentation shall be submitted to the Engineer for review and
approval a minimum three (3) working days prior to covering the striping with chip seal.

SERIAL 180125-S
The Contractor shall take all steps, procedures, and means to prevent dust pollution due to his
construction practices in connection with this work. Dust prevention measures shall be
maintained at all times during construction of the project to the satisfaction of the Engineer,
in accordance with Maricopa County Air Pollution Control Regulations
Add the following to specification Section 330.4.2 Application of Bituminous Material:
Asphalt binder containing particulate modifiers may be susceptible to separation of the
modifier. Appropriate circulation or agitation in storage shall be provided if separation of the
modifier is expected, suspected, or if the modified asphalt binder will be stored at elevated
temperature for more than one day before use.
The Engineer will determine the precise application rate of the asphalt binder. For bidding
purposes the application rate shall be 0.50 galisy for low volume, and 0.60 gal/sy for high
volume at 60 F. At application temperature, the rate could be .05 gal/sy higher. At all times,
application rate shall be kept to a minimum
The asphalt binder shall be applied only to asphalt pavement surfaces. The spraying of asphalt
binder on concrete curb and gutter, on concrete valley gutters, or on the concrete aprons
around catch basins, shall be removed by the Contractor.
Add the following to specification Section 330.4.4 Rolling:
In residential areas, rollers shall be completely skirted.
Sufficient rollers shall be used for the initial rolling to cover the width of the stone chip spread
with one pass. The first pass shall be made immediately behind the stone chip spreader. Three
complete passes with pneumatic-tired rollers shall be made and one final pass with a 12 to 14
ton steel wheel roller. The inspector may require extra rolling on Cul-de-Sacs. All rolling
completed within one hour after the application of the stone chips. If the spreading is stopped
for an extended period, the stone chip spreader shall be moved ahead or off to the side so that
all stone chips can be immediately rolled.
Add the following to specification Section 330.4.5 Joints:
Paper or other material approved by the Engineer shall be used at the beginning and end of
the surface treatment section to make a smooth, straight, clean transition. Paper shall also be
used at concrete bridge decks. Overlap of asphalt binder at transverse stopping points,
creating a bump, is not allowed.
Add the following to specification Section 330.4.6 Surplus Aggregate Removal:
The Contractor shall keep all driveways and sidewalks clean of any loose stone chips on a
daily basis during construction. Air powered blowers are not allowed. Cleanup shall also
include the daily removal of surface treatment materials from manhole covers, valve covers,
survey monuments, fire hydrant markers, gutters, curbs, sidewalks, etc. in the project area.
The Contractor shall conduct all sweeping operations in the same direction of traffic flow.
Pick-up brooms shall be used on subdivision roads, and roads with curb and gutter.
Add the following to specification Section 330.4.7 Distributing Equipment:
Distributor trucks shall comply with the requirements of Section 404-3.02 (A) of the Arizona
Department of Transportation Standard Specifications for Road and Bridge Constructions,
2008 edition. For each distributor truck proposed to be used on the project, an Arizona Test
Method 411 Report shall be submitted to the Engineer. If the reports are over 12 months old,
the Contractor's AASHTO Accredited Testing Laboratory will test the trucks, with the results
submitted to the Engineer.

SERIAL 180125-S
Add the following to specification Section 330.4 CONSTRUCTION METHODS:
330.4.8 Sand Blotter: Sand blotter shall be in accordance with Section 333.3.2.
The Contractor shall apply sand blotter, as many times as necessary, prior to opening the
roadway to traffic where there is an excess of asphalt, or as requested by the Engineer. The
Contractor shall be responsible for sweeping the sand within 24 hours of opening the roadway
to traffic.
If the paved roadway is to be sanded, the surface shall be sanded at approximately two pounds
per square yard. No more sand shall be used than necessary, and the amount specified shall
not be increased without prior approval of the Engineer.
330.4.9 Performance: The completed surface treatment shall leave a homogeneous mat,
adhere firmly to the prepared surface, and have a skid resistant surface texture.
330.4.10 Cleanup: Before final acceptance by the County, all private or public property and
grounds occupied by the Contractor in connection with the work shall be cleaned of all
rubbish, excess materials, temporary structures, and equipment. All parts of the work area
shall be left in a condition equal to, or better than, it was prior to the start of the project.
Before final acceptance by the County, the Contractor shall sweep the completed project area
and repeat the surface treatment where the old road surface is exposed, or where binder lies
uncovered by stone chips
Replace specification Section 330.7 PAYMENT with the following:
Quantities of materials for this work will be paid for at the contract unit price.
(A) Binder Material: Ton
(B) Asphalt Cement, Liquid Asphalt, Emulsion, Diluted Emulsion Ton
(C) Chips Ton
There will be no payment for materials not placed in accordance with this specification.
The cost associated with sand blotter, the material supplies, application, and clean-up shall
be included in the unit price of related pay items. No direct payment or measurement for pay
purposes will be made for sand blotter.
2.17 MICRO SURFACING shall be in accordance with specification Section 331.
2.18 ASPHALT EMULSION SLURRY SEAL COAT:
2.18.1 PLACEMENT AND CONSTRUCTION OF ASPHALT EMULSION SLURRY SEAL
COAT shall comply with specification Section 332.
2.18.2 MATERIALS: The slurry seal materials (asphalt emulsion, mineral aggregate type, and
mineral filler), Job Mix Formula, Test Certificates, and Reports shall be in conformance
with specification Section 715.
2.18.3 ADJUSTMENTS TO MAG SPECIFICATIONS AS MODIFIED BY THE MCDOT
SUPPLEMENT:
Add the following to specification Section 332.2 MATERIALS:
Stockpile and Clean up: The Contractor shall locate and acquire areas to stockpile
materials and equipment needed for construction. The cost of material stockpiling,
equipment storage and clean up is incidental to the project.

SERIAL 180125-S
Add the following to specification Section 332.4 PREPARATION OF THE SURFACE:
The Contractor shall take all steps, procedures, and means to prevent dust pollution
due to his construction practices in connection with this work. Dust prevention
measures shall be maintained at all times during construction of the project to the
satisfaction of the Engineer, in accordance with "Maricopa County Air Pollution
Control Regulations". Prior to the Pre-Construction meeting, the Contractor shall have
a dust control plan, approved by the Maricopa County Division of Air Pollution
Control.
Grass or weeds growing in the joint between the street and the concrete gutter shall be
removed.
Prior to the placement of the slurry seal, the Contractor shall remove pavement
markings (striping, legends, symbols, and raised pavement markers) in compliance
with specification section 460.
Prior to removal of pavement markings, the Contractor shall document and detail the
existing pavement. The details shall include as a minimum the type, size, color,
dimensions, and specific detailed location of the delineation, in a manner acceptable
to the Engineer, to enable the Contractor or County Forces to replace the delineation,
as it existed prior to the removal. The pavement markings documentation shall be
submitted to the Engineer for review and approval a minimum of three (3) working
days prior to covering the striping with slurry.
The slurry shall not be applied until an inspection of the surface has been made by the
Engineer and he has determined that it is suitable.
Add the following to specification Section 332.5 WEATHER LIMITATIONS:
The slurry seal shall not be applied during inclement weather, or weather determined
unsuitable by the Engineer. The slurry seal shall not be applied if either the pavement
or the air temperature is below 50 degrees F and falling, nor applied when the ambient
temperature exceeds 105 degrees F, measured in the shade. No slurry seal shall be
applied when the ambient temperature is expected to drop below 35 degrees F within
24 hours of application.
Add the following to specification Section 332.7 MIXING AND APPLICATION:
JOINTS: No excess build up, uncovered areas, or unsightly appearance shall be
permitted on longitudinal or transverse joints. When possible the longitudinal joints
shall be placed on lane lines. Half passes and odd width passes will be used only when
required. If half passes are used they shall not be the last passes of any paved area. A
maximum of six inches (6") shall be allowed for overlap of longitudinal lane line
joints.
LINES: Care should be taken to insure straight lines along curbs and shoulders. No
runoff shall be permitted at the above-mentioned area. Lines at intersections shall be
kept straight to provide a neat appearance.
HANDWORK: Areas that cannot be reached with the slurry seal machine shall be
surfaced using hard squeegees to provide complete and uniform coverage. The area to
be hand worked shall be lightly dampened prior to mix placement and the slurry placed
in a time period so that the fmish is the same as the finish achieved by use of the
spreader box.
MATERIAL USAGE: A daily tabulation of materials delivered, used, square yards
covered, application rate, etc., shall be provide to the Engineer by the Contractor.
Quantity adjustments are to be made at the end of each stockpile. No payment will be

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made for materials placed without approval of the inspector, materials rejected due to
improper placing, materials placed having improper proportions, and materials found
to be defective.
Only certified tickets of the bituminous tack coat, emulsion, and dry weight of
aggregate delivered to the County representative will be accepted for payment.
Overweight tickets shall not be accepted and material shall be partially unloaded, at
no expense to the contracting agency, to a legal status for re-weighing. A new ticket
will be required for the remaining load.
CLEAN-UP: Clean-up shall include the daily removal of slurry seal materials from
manhole covers, valve covers, gutters, curbs, sidewalks, survey monuments (brass
caps), etc. in the project area.
SAND BLOTTER: Sand Blotter shall be in accordance with specification Sections
333.3.2 and 333.7. The Contractor shall apply sand blotter prior to opening the
roadway to traffic where an excess of asphalt emulsion exists. When sand blotter is
applied, the surface shall be sanded at approximately two pounds per square yard. No
more sand shall be used than necessary, the amount applied shall not be increased
without prior approval of the Engineer. After the treated area has been opened to
traffic, the Contractor shall immediately cover any excess asphalt emulsion that comes
to the surface with additional sand. The Contractor shall be responsible for sweeping
the sand within 24 hours of opening the roadway to traffic.
CLEAN-UP FOR FINAL ACCEPTANCE: All private or public property and grounds
occupied by the Contractor in connection with the work shall be cleaned of all rubbish,
excess materials, temporary structures, and equipment.
Add as specification Section 332.10 PAYMENT:
Payment for shall be compensation in full for furnishing all materials, labor, tools,
equipment, and appurtenances necessary to complete the work in a satisfactory
manner, as specified.
No additional payment will be made for work related to any item, unless specifically
called for in the bid. No payment will be made for materials used to patch unacceptable
work.
Price per ton of aggregate will include the price of the mineral filler. Total quantities
indicated in the proposal are approximate and for bidding purposes only.
2.19 PRESERVATIVE SEAL FOR ASPHALT CONCRETE shall be in accordance with specification
Section 334.
When authorized by the Engineer the following materials are to be applied in accordance with
Section 334 PRESERVATIVE SEAL FOR ASPHALT CONCRETE. The products are not to
be diluted.
• OPTIPAVETM Surface Seal by SealMaster®.
• TR-Fog Seal by Wright Asphalt Products Co.
2.20 ASPHALT PAVEMENT CRACK SEALING AND CRACK FILLING:
This work consists of furnishing and placing sealant or filler material in Contractor prepared cracks
and joints of asphalt concrete pavements. All cracks and joints, including the space between asphalt
concrete pavement and concrete curb and gutter, which have a clear opening of one-quarter inch
(1/4") or greater, shall be sealed for the length of the crack that equals or exceeds one-eighth inch
(Vg") in width.

SERIAL 180125-S
2.20.1 MATERIALS:
Material for Category 1 Cracks: Cracks and joints which have a clear opening ranging from
one-quarter inch (1/4") to one and one-half inches (11/2") shall be classified as Category 1
cracks. Sealant materials for category 1 cracks shall be a premixed, single component
mixture of asphalt cement, aromatic extender oils, polymers, and granulized rubber in a
closely controlled manufacturing process. Materials shall conform to the following
specifications when heated in accordance with ASTM D5078 and the manufacturer's
maximum safe heating temperature.
TEST REQUIREMENT
Cone Penetration (ASTM D5329) 20-40
Resilience (ASTM D5329) 30% Minimum
Softening Point (ASTM D113) 210°F (99°C) Minimum
Ductility, 77°F (25°C) (ASTM D113) 30 cm Minimum
Flexibility (ASTM D3111 *Modified) Pass at 30°F (-1°C)
Flow 140°F (60°C) (ASTM D5329) 3 mm Maximum
Brookfield Viscosity 380°F (193°C) (ASTM D2669) 90 Poise Maximum
Asphalt Compatibility (ASTM D5329) Pass
Bitumen Content (ASTM D4) 60% Minimum
Tensile Adhesion (ASTM D5329) 400% Minimum
Maximum Heating Temperature 400°F (204°C)
Minimum Heating Temperature 380°F (193°C)
Flash Point (ASTM D92) 450°F Minimum
*Specimen bent 90° over a 1-inch mandrel within 10 seconds.
Material for Category 2 Cracks: Cracks and joints which have a clear opening ranging from
one and one-half inches (1Y2") to three inches (3") shall be classified as Category 2 cracks.
Filler material for Category 2 cracks shall be hot applied, pourable, high bonding mastic
for application in unconfined areas and for vertical-side recessed configurations. Upon
curing the material shall provide a flexible waterproof seal. The material shall be traffic
ready in thirty minutes or less when installed in accordance with the manufacturer's
instructions. Material for sealing Category 2 cracks shall be Deery brand Level & Go
Repair Mastic or approved equal.
Material for Category 3 Cracks: Cracks and joints which have a clear opening greater than
three inches (>3") shall be classified as Category 3 cracks. Material for filling Category
3 cracks shall be asphalt concrete 3/8" marshal mix compliant with specification Section
710 and have 100% of the aggregate passing the 3/8" sieve.
Product Submittals: Prior to application of Category 1 crack sealant and prior to application
of Category 2 crack filler material, the Contractor shall submit to the Engineer for approval
the material manufacturer's product specifications and installation recommendations
which shall include surface preparation, product installation, and curing requirements. For
sealant material a Certificate of Compliance (per specification Section 106) shall be
submitted to the Engineer. Asphalt mix design for Category 3 crack filler material shall be
submitted to the Engineer for approval.
Prior to and during production when requested by the Engineer, the Contractor shall
provide material samples to the Engineer for testing to verify the quality of the materials
and to ensure conformance with specifications.
2.20.2 CLEANING AND PREPARING CRACKS OR JOINTS:
Immediately prior to application of sealant, all cracks and joints shall be cleaned of debris
and dust. Cracks and joints shall be vacuumed during fmal cleaning.

SERIAL 180125-S
Routing: When specified in purchase order documents, cracks shall be routed to remove
loose asphalt edges creating a stable surface for sealant attachment. Routing shall remove
at least '/8" from each side and produce vertical, intact surfaces with no loosely bonded
aggregate. Routing of joints and cracks shall produce clean stable edges extending to a
depth of at least three quarters of an inch ( 3/4"). Routed surfaces of cracks are subject to
acceptance or rejection at the Engineer's discretion.
Vacuuming: Final cleaning shall thoroughly clean cracks and joints to a minimum depth
of 1" for cracks that are 3/i" or narrower and to the full asphalt depth for cracks that are
wider than 3/4". Surfaces are to be inspected to assure adequate cleanliness and dryness.
High pressure, 90 psi minimum, dry oil free compressed air shall be used for fmal cleaning
and dust removal from cracks. The high pressure tool shall be integral with a vacuum unit
to collect the dust and residue. Both sides of the crack or joint shall be cleaned.
2.20.3 APPLICATION OF CRACK SEALANTS AND CRACK FILLERS:
Weather: In no case shall crack sealant or fillers be placed during damp roadway
conditions such as wet roadway surfaces or damp material inside the cracks. Operations
stopped by the Engineer, due to weather, shall be at no additional cost to the contracting
Agency. If installing at night, ensure that dew is not forming on the pavement surface.
Sealant and filler material shall only be applied when pavement temperature exceeds 40°F
(4°C). If pavement temperature is lower than 40°F (4°C), it may be waimed using a heat
lance that puts no direct flame on the pavement.
Temperature: Sealant and Category 2 filler material temperatures are to be maintained at
the maximum heating temperature recommended by the manufacture.
Sealant Equipment: The melter applicator unit shall be a self-contained double boiler
device with the transmittal of heat through heat transfer oil. It shall be equipped with an
on board automatic heat controlling device to peunit the attainment of a predetermined
temperature, and then maintain that temperature as long as required. The heating chamber
and wand shall be so designed and constructed that under day-to-day operation no clean-
out procedure is required. Diesel fuel or any other cleaning materials detrimental to the
crack sealant product shall not be used to clean melter applicator equipment. The unit shall
also have a means to vigorously and continuously agitate the sealant to meet the
requirements of Appendix X1.1 of ASTM D6690. The sealant shall be applied to the
pavement under pressure supplied by a gear pump with a hose and wand and direct
connecting applicator tip. The pump shall have sufficient pressure to apply designated
sealant at a rate of at least three (3) gallons (11.4 L) per minute. Melter applicators shall be
approved for use by the sealant manufacturer.
Placement of Sealant and Crack Filler Materials: Sealant and crack filler materials shall
be applied in cracks and joints uniformly from bottom to top and shall be filled without
formation of entrapped air or voids.
Sealant placement in cracks and joints shall slightly overfill the crack or joint then be
leveled with a 3" sealing disk or V-shaped squeegee to create a neat band extending
approximately 1" on each side of the crack or joint for surface waterproofing. The band
shall be as thin as possible and shall not extend more than '/8 inch above the pavement
surface. If the pavement is to be overlaid with hot mix asphalt within six months of sealant
application, sealant placement shall be recessed IA" in the crack with no over band.
Application of Category 2 crack filler material shall comply with the material
manufacturer's installation recommendations including but not limited to surface
preparation, application equipment, and application procedures. No filler material shall be
installed until all cracks to be filled have been inspected and approved by the Engineer.

SERIAL 180125-S
All machines, tools, and equipment for installation of Category 3 crack filler shall be
subject to the Engineer's approval. Prior to application of Category 3 crack filler the
prepared crack shall be inspected and approved by the Engineer. Tack coat shall be applied
to both sides of the crack. Hand tamp, vibratory plate compactor and rollers are acceptable
for final compaction of filler material. Depending on depth of crack, lower lifts shall be
compacted using a steel rod with a l'/2" diameter head.
During and after placement of sealant and crack filler materials, the Contractor shall protect
against harm to persons or animals that may be exposed to the hot material.
Opening to Traffic: Sealant and mastic materials shall not be exposed to traffic until fully
cured. If the area must be opened to traffic, blotter material shall be applied to the surface
of all uncured material.
All sealant filled cracks that have a clear opening of li/2 inches or greater shall have blotter
material applied prior to opening to traffic.
On two lane roads or where traffic may come in contact with hot sealant or mastic before
it cures, a blotter or specialized bond breaking material shall be used to prevent asphalt
bleeding and/or pickup of material by vehicular traffic. Blotter material shall be compatible
with the crack sealant or mastic and any surface treatment being used.
2.20.4 UNACCEPTABLE WORK:
The Contractor, at no additional cost to the contracting Agency, shall correct unacceptable
work.
Unacceptable work shall include, but not be limited to, unsealed or unfilled cracks, material
wastage on the sides of the roadway, and excess quantities of material on the roadway that
adversely affects driving.
The Contractor shall not progress to a new area until the unacceptable work is corrected to
the satisfaction of the Engineer. Correction of unacceptable work shall be accomplished
within five working days after notification from the Engineer of the unacceptable work.
2.20.5 MEASUREMENT:
The Contractor shall meet with the Engineer or the Engineer's designated representative
on a daily basis and supply a signed daily report indicating the date and identifying for each
road segment:
• The linear feet of crack routing performed.
• The amount of Category 1 crack sealant material applied in total pounds and the total
square yards of pavement sealed.
• The amount in pounds of Category 2 crack filler material installed.
• The linear feet of Category 3 cracks filled.
Crack routing shall be measured by the linear foot. The measurement length will be the
length of routed crack, not the length of each routed side.
Measurement for payment of Category 1 Crack Sealing shall be by the square yard of
pavement surface sealed.
Category 2 Crack Filling shall be measured by the pounds of filler material placed.
Category 3 Crack Filling shall be the measured linear feet of cracks filled.

SERIAL 180125-S
2.20.6 PAYMENT:
Payment for accepted pavement crack routing, sealing, and crack filling will be at the
contracted unit prices. Payment shall be full compensation for furnishing all labor,
materials, equipment, tools, and incidentals used for surface preparation, placement of
materials, and cleanup.
No payment will be made for crack routing, crack sealing, or crack filling that used
unacceptable material.
2.21 PRICE ADJUSTMENT FOR BITUMINOUS MATERIALS:
Price adjustment shall be calculated based on price changes of bituminous material occurring
between the date of bid opening and the date that the material is delivered or used. Price adjustment
shall be hi-directional, potentially increasing or decreasing purchase order payments.
The term "bituminous material" as used herein shall include asphalt cement, liquid asphalt and
emulsified asphalt and shall apply only to the following pay items requiring these materials: Asphalt
Concrete, Asphalt Chip Seal, Bituminous Tack Coat, Asphalt-Rubber Concrete, and Fog Seal.
The purchase order unit price for each item of bituminous material shall include all costs for
furnishing, hauling, handling, spreading, and mixing of the material required, including the "initial
cost" of bituminous material and all applicable taxes, bonds, and insurance premiums; but excluding
any difference in the cost of bituminous material that occurs between the date of bid opening and
the date that the material is delivered or used and the cost of taxes, bonds and insurance directly
attributed to the price adjustment amount for bituminous materials.
2.21.1 MEASUREMENT:
Asphaltic Concrete
The approved mix design designates a range of bituminous material allowable for
construction. If the amount of bituminous material exceeds the allowable range, the
Contractor will not be compensated for the excess bituminous material. If the bituminous
material is less than the allowable range and the asphalt concrete is found to be acceptable
by the engineer, the bituminous material shall be subject to the price adjustment.
The tons of bituminous materials, which are present in asphalt concrete, shall be
determined by tests using nuclear asphalt content gauge, extraction, ignition furnace, or
other approved method. Tests shall be taken at least twice daily on a random basis. When
only two tests are planned, they shall occur at placement of approximately 33% and 67%
of the day's planned quantity. The arithmetic average of each day's bituminous testing
that is found to be within or below the allowable range will be used to determine the amount
of bituminous material present in the mix. If only one test is taken, the amount of
bituminous material present in that sample will be used. The monthly production shall be
the sum of the daily production.
Tack Coat, Fog Seal Coat
The tons of emulsified products to which the adjustment will be applicable will be the tons
of the emulsified bituminous asphalt prior to dilution. The Contractor shall weigh the truck
prior to and after placing the emulsion, the bituminous material subject to the price
adjustment will be calculated based on the difference in the weight.

SERIAL 180125-S
2.21.2 PAYMENT:
The "initial cost" of bituminous material will be the monthly cost posted by the Arizona
Department of Transportation (ADOT) based on prices of bituminous material published
in the Asphalt Weekly Monitor, a publication by Poten & Pal tners, Inc. The bituminous
material "initial cost" price is shown for each month. This price will be deemed to be the
"initial cost" for bituminous material of all types, grades, etc., on projects on which bids
are opened during the month. This data may be obtained from the ADOT website:
https://apps.azdot.gov/files/cns/pdf/historical_data.pdf
For each item with bituminous material for which there is a specific pay item, an adjustment
in compensation will be made for either an increase or decrease in the price of bituminous
material as shown on the ADOT website, current for the date of use of the material, as
compared to the "initial cost".
Adjustments in compensation for emulsified asphalt will be made for the bituminous
material prior to dilution.
The tons of bituminous material in asphalt-rubber binder to which the adjustment will be
applied will be 0.80 multiplied times the total quantity of the item used. The adjustment
will not apply to twenty (20) percent of the material assumed to constitute the rubber
additive.
The tons of bituminous materials which are paid for on an invoice basis to which the
adjustment will be applicable are the tons which have been delivered to the project and
subsequently incorporated into the work. The adjustment will be applicable on the date of
use of the bituminous material.
Price Adjustment for Bituminous Materials shall include an adjustment for the actual
change in cost of premiums on required payment and performance bonds, the actual change
in cost of premiums for property damage and/or public liability insurance, and the change
in sales tax (identified in specification Section 109.2) liability incurred as a result of the
price adjustment for bituminous materials. The Contractor shall provide documentation to
determine the adjustment for the actual change in cost of premiums on required payment
and performance bonds, property damage and/or public liability insurance, and sales tax.
No additional compensation will be made for any additional or increased charges, costs,
expenses, etc., which the Contractor may have incurred since the time of bidding and which
may be the result of any increase in the "initial cost" of bituminous material.
The Price Adjustment for Bituminous Materials will be made in the next regular monthly
progress payment following actual use or application of the bituminous material and may
cause an increase or decrease in payments.
2.22 TRAFFIC CONTROL shall be in accordance with specification Section 401.
2.23 PAINTED PAVEMENT MARKINGS:
2.23.1 PAINTED PAVEMENT MARKINGS shall comply with specification Section 461.
2.23.2 ADJUSTMENTS TO MAG SPECIFICATIONS AS MODIFIED BY THE MCDOT
SUPPLEMENT:
Add the following to specification Section 461.3.2 Application:
Painted pavement markings shall be installed within 72 hours after agency approval
of the marking layout (spot markings) unless the Engineer authorizes a time extension.
If painted pavement markings are not installed within the allotted time, the Engineer

SERIAL 180125-S
may have the work accomplished by others, the cost of such work shall be deducted
from authorized payments to the Contractor.
3.0 PURCHASING REQUIREMENTS:
3.1 ACCEPTANCE:
Upon completion, services shall be deemed accepted and the warranty period shall begin. All
documentation shall be completed prior to fmal acceptance.
3.2 USAGE REPORT:
The Contractor shall furnish the County a usage report upon request 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.
3.3 BACKGROUND CHECK:
Bidders/proposers need to be aware that there may be multiple background checks (Sheriffs Office,
County Attorney's Office, Courts as well as Maricopa County general government) to determine if
the respondent is acceptable to do business with the County. This applies to (but is not limited to)
the company, sub-contractors and employees and the failure to pass these checks shall deem the
respondent non-responsible.
3.4 INVOICES AND PAYMENTS:
3.4.1 The Contractor shall submit one (1) legible copy of their detailed invoice before payment(s)
can be made. Incomplete invoices will not be processed. At a minimum, the invoice must
provide the following information:
• Company name, address and contact
• County bill-to name and contact information
• Contract Serial Number
• County purchase order number
• Job site name and address
• Invoice number and date
• Payment teims
• Date of service or delivery
• Description of Purchase (product or services)
• Pricing per unit of purchase
• Extended price
3.4.2 Problems regarding billing or invoicing shall be directed to the using agency as listed on
the Purchase Order.
3.4.3 Payment shall only 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/FinanceNendors . aspx).
3.4.4 Discounts offered in the contract shall be calculated based on the date a properly completed
invoice is approved by the County (ROT).
3.4.5 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.

SERIAL 180125-S
3.5 APPLICABLE TAXES:
3.5.1 Payment of Taxes: The Contractor shall pay all applicable taxes. With respect to any
installation labor on items that are not attached to real property performed by Contractor
under the terms of this Contract, the installation labor cost and the gross receipts for
materials provided shall be listed separately on the Contractor's invoices.
3.5.2 State and Local Transaction Privilege Taxes: To the extent any state and local
transaction privilege taxes apply to sales made under the terms of this contractit is the
responsibility of the seller to collect and remit all applicable taxes to the proper taxing
jurisdiction of authority.
3.5.3 Tax Indemnification: Contractor and all subcontractors shall pay all Federal, state, and
local taxes applicable to its operation and any persons employed by the Contractor.
Contractor shall, and require all subcontractors to hold Maricopa County harmless from
any responsibility for taxes, damages and interest, if applicable, contributions required
under Federal, and/or state and local laws and regulations and any other costs including
transaction privilege taxes, unemployment compensation insurance, Social Security and
Worker's Compensation.
3.6 TAX (SERVICES):
No tax shall be invoiced or paid against contractor's labor. It is the responsibility of the Contractor
to determine any and all applicable taxes and include the cost with their bid.
3.7 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.
3.8 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.
3.9 STRATEGIC ALLIANCE for VOLUME EXPENDITURES (SAVE):
The County is a member of the $AVE cooperative purchasing group. SAVE 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 SAVE,
please state so in your bid. 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 bid.
3.10 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.

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4.0 CONTRACTUAL TERMS & CONDITIONS:
4.1 CONTRACT TERM:
This Invitation for Bid is for awarding a firm, fixed-price purchasing contract to cover a term of two
(2) years.
4.2 OPTION TO RENEW:
The County may, at its option and with the concurrence of the Contractor, renew the term of this
Contract up to a maximum of three (3) 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 sixty (60) calendar days prior to the expiration of the
original contract term.
4.3 CONTRACT COMPLETION:
The Contractor shall make all reasonable efforts for an orderly transition of its duties and
responsibilities to another provider and/or to the County. This may include but is not limited to
preparation of a transition plan and cooperation with the County or other providers in the transition.
The transition includes the transfer of all records, and other data in the possession, custody or control
of Contractor required to be provided to the County either by the terms of this agreement or as a
matter of law. The provisions of this clause shall survive the expiration or termination of this
agreement.
4.4 PRICE ADJUSTMENTS:
Initial pricing will be made with one year firm pricing. Thereafter, Contractor may request price
adjustment on an annual basis. Any requests for reasonable price adjustments must be submitted
sixty (60) days prior to the Contract annual anniversary date. Any request for price adjustment other
than at the annual anniversary date will not be accepted. 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 and the new pricing doesn't go into
effect until after the date stated in the contract.
4.5 INDEMNIFICATION:
To the fullest extent permitted by law, and to the extent that claims, damages, losses or expenses are
not covered and paid by insurance purchased by the Contractor, the Contractor shall defend
indemnify and hold harmless the County (as Owner), its agents, representatives, agents, officers,
directors, officials, and employees from and against all claims, damages, losses, and expenses
(including, but not limited to attorneys' fees, court costs, expert witness fees, and the costs and
attorneys' fees for appellate proceedings) arising out of, or alleged to have resulted from the
negligent acts, errors, omissions, or mistakes relating to the performance of this Contract.
Contractor's duty to defend, indemnify, and hold harmless the County, its agents, representatives,
agents, officers, directors, officials, and employees shall arise in connection with any claim, damage,
loss, or expense that is attributable to bodily injury, sickness, disease, death or injury to, impairment
of, or destruction of tangible property, including loss of use resulting there from, caused by negligent
acts, errors, omissions, or mistakes in the performance of this Contract, but only to the extent caused
by the negligent acts or omissions of the Contractor, a subcontractor, any one directly or indirectly
employed by them, or anyone for whose acts they may be liable, regardless of whether or not such
claim, damage, loss, or expense is caused in part by a party indemnified hereunder.
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.
The scope of this indemnification does not extend to the sole negligence of County.

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4.6 INSURANCE:
4.6.1 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.
4.6.2 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.
4.6.3 Contractor's insurance shall be primary insurance as respects County, and any insurance
or self-insurance maintained by County shall not contribute to it.
4.6.4 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.
4.6.5 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.
4.6.6 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.
4.6.7 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.
4.6.8 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, $4,000,000
Products/Completed Operations Aggregate, and $4,000,000 General Aggregate Limit. The
policy shall include coverage for premises liability, bodily injury, broad form property
damage, personal injury, products and completed operations and blanket contractual
coverage, and shall not contain any provisions which would serve to limit third party action
over claims. There shall be no endorsement or modifications of the CGL limiting the scope
of coverage for liability arising from explosion, collapse, or underground property damage.
4.6.9 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 $1,000,000 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 or use or maintenance of the Premises under this Contract.

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4.6.10 Workers' Compensation:
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.
Contractor, its contractors and its subcontractors waive all rights against Contract 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, its contractors and its
subcontractors pursuant to this Contract.
4.6.11 Errors and Omissions (Professional Liability) Insurance:
Errors and Omissions (Professional Liability) insurance and, if necessary, Commercial
Umbrella insurance, which will insure and provide coverage for errors or omissions or
professional liability of the CONTRACTOR, with limits of no less than $2,000,000 for
each claim.
4.6.12 Certificates of Insurance:
4.6.12.1 Prior to Contract AWARD, Contractor shall furnish the County with valid and
complete certificates of insurance, or formal endorsements 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
identify this contract number and title.
4.6.12.2 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.
4.6.12.3 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.
4.6.13 Cancellation and Expiration Notice:
Applicable to all insurance policies required within the Insurance Requirements of this
Contract, Contractor's insurance shall not be permitted to expire, be suspended, be
canceled, or be materially changed for any reason without thirty (30) days prior written
notice to Maricopa County. Contractor must provide to Maricopa County, within 2
business days of receipt, if they receive notice of a policy that has been or will be
suspended, canceled, materially changed for any reason, has expired, or will be
expiring. Such notice shall be sent directly to Maricopa County Office of Procurement
Services and shall be mailed, emailed, hand delivered or sent by facsimile transmission to
(320 West Lincoln Street, Phoenix, AZ 85003, Phone Number602/506-3967 /Fax Number
602/258-1573).
4.7 BOND REQUIREMENT:
4.7.1 Upon notification of award of a purchase order, the Contractor shall furnish the Contracting
Agency the following bonds.
4.7.1.1 (A) A Performance Bond in an amount equal to the full purchase order amount
conditioned upon the faithful performance of the purchase order in accordance

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with plans, specifications and conditions thereof Such bond shall be solely for
the protection of the Contracting Agency awarding the purchase order.
4.7.1.2 (B) A Payment Bond in an amount equal to the full purchase order amount solely
for the protection of claimants supplying labor or materials to the Contractor or
his Subcontractors in the prosecution of the work provided for in such purchase
order.
4.7.1.3 A Notice to Proceed letter will be issued after receipt of Performance and
Payment bonds.
4.7.2 Each such bond shall include a provision allowing the prevailing party in a suit on such
bond to recover as a part of his judgment such reasonable attorney's fees as may be fixed
by a judge of the court.
4.7.3 Each such bond shall be executed by a surety company or companies holding a certificate
of authority to transact surety business in the State of Arizona issued by the Director of the
Depai tment of Insurance. The bonds shall not be executed by an individual surety or
sureties. The bonds shall be made payable and acceptable to the Contracting Agency.
The bonds shall be written or countersigned by an authorized representative of the surety
who is either a resident of the State of Arizona or whose principal office is maintained in
this State, as by law required, and the bonds shall have attached thereto a certified copy of
Power of Attorney of the signing official. In addition, said company or companies shall
be rated "Best A-" or better as required by the Contracting Agency, as currently listed in
the most recent Best Key Rating Guide, published by the A.M. Best Company.
4.8 ORDERING AUTHORITY:
4.8.1 Any request for purchase of product(s) shall be accompanied by a valid purchase order,
issued by Office of Procurement Services, a Purchase Order issued by the using
Depaitment or direction by a Certified Agency Procurement Aid (CAPA) with a Purchase
Card for payment.
4.9 REQUIREMENTS CONTRACT:
4.9.1 The contract to be awarded from this IFB is a requirements contract. The resulting Contract
does not guarantee any minimum or maximum purchases will be made. If purchases are
made for the materials or requirement contained in the Contract, they will be purchased
from the Contractor awarded that line item. Orders will only be placed under this contract
when the County identifies a need and proper authorization and documentation have been
approved.
4.9.2 Contractors agree to accept verbal notification of cancellation of Purchase Orders from the
County 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.
4.10 PURCHASE ORDERS:
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 for
actual and documentable costs incurred by the Contractor in response to 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.
4.11 SUSPENSION OF WORK:
The Procurement Officer may order the Contractor, in writing, to suspend, delay, or interrupt all or
any part of the work of this contract for the period of time that the Procurement Officer determines

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appropriate for the convenience of the County. No adjustment shall be made under this clause for
any suspension, delay, or interruption to the extent that performance would have been so suspended,
delayed, or interrupted by any other cause, including the fault or negligence of the Contractor. No
request for adjustment under this clause shall be granted unless the claim, in an amount stated, is
asserted in writing as soon as practicable after the termination of the suspension, delay, or
interruption, but not later than the date of fmal payment under the contract.
4.12 STOP WORK ORDER:
The Procurement Officer may, at any time, by written order to the Contractor, require the Contractor
to stop all, or any part, of the work called for by this contract for a period of 90 days after the order
is delivered to the Contractor, and for any further period to which the parties may agree. The order
shall be specifically identified as a stop work order issued under this clause. Upon receipt of the
order, the Contractor shall immediately comply with its terms and take all reasonable steps to
minimize the incurrence of costs allocable to the work covered by the order during the period of
work stoppage. Within a period of 90 days after a stop-work is delivered to the Contractor, or within
any extension of that period to which the parties shall have agreed, the Procurement Officer shall
either:
4.12.1 Cancel the stop-work order; or
4.12.2 Terminate the work covered by the order as provided in the Default, or the Termination for
Convenience of the County, clause of this contract.
4.12.3 The Procurement Officer may make an equitable adjustment in the delivery schedule
and/or contract price, or otherwise, and the contract shall be modified, in writing,
accordingly, if the Contractor demonstrates that the stop work order resulted in an increase
in costs to the Contractor.
4.13 TERMINATION FOR CONVENIENCE:
Maricopa County may terminate the resultant Contract for convenience by providing sixty (60)
calendar days advance notice to the Contractor.
4.14 TERMINATION FOR DEFAULT:
The County may, by written notice of default to the Contractor, terminate this contract in whole or
in part if the Contractor fails to:
4.14.1 Deliver the supplies or to perform the services within the time specified in this contract or
any extension;
4.14.2 Make progress, so as to endanger performance of this contract; or
4.14.3 Perform any of the other provisions of this contract.
4.14.4 The County's right to tenninate this contract under these subparagraph may be exercised
if the Contractor does not cure such failure within 10 business days (or more if authorized
in writing by the County) after receipt of the notice from the Procurement Officer
specifying the failure.
4.15 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

SERIAL 180125-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.
4.16 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.
4.17 SUBCONTRACTING:
4.17.1 The Contractor may not assign to another Contractor or Subcontract to another party for
perfoimance 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.
4.17.2 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.
4.18 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.
4.19 ADDITIONS/DELETIONS OF SERVICE:
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.
4.20 ACCESS TO AND RETENTION OF RECORDS FOR THE PURPOSE OF AUDIT AND/OR
OTHER REVIEW:
4.20.1 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 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.
4.20.2 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.
4.20.3 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 invoices, request for credit,
request for a check or a deduction from current invoices submitted by the Contractor equal
to 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.

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4.21 VALIDITY:
The invalidity, in whole or in part, of any provision of this Contract shall not void or affect the
validity of any other provision of the Contract.
4.22 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.
4.23 RELATIONSHIPS:
4.23.1 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, co-employee, partnership, principal
and agent, or joint venture between the County and the Contractor.
4.23.2 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.
4.24 NON-DISCRIMINATION:
CONTRACTOR agrees to comply with all provisions and requirements of Arizona Executive Order
2009-09 including flow down of all provisions and requirements to any subcontractors. Executive
Order 2009-09 supersedes Executive order 99-4 and amends Executive order 75-5 and may be
viewed and downloaded at the Governor of the State of Arizona website
http .//azmemory. azlibrary. go v/cdm/singleitem/collection/execorders/id/680/rec/1 which is hereby
incorporated into this contract as if set forth in full herein. During the performance of this contract,
CONTRACTOR shall not discriminate against any employee, client or any other individual in any
way because of that person's age, race, creed, color, religion, sex, disability or national origin.
4.25 ISRAEL BOYCOTT:
By submitting this proposal the Contractor certifies that they are in compliance with Article 9,
Arizona Revised Statutes Section 35-393 et seq.
4.26 CERTIFICATION REGARDING DEBARMENT AND SUSPENSION
4.26.1 The undersigned (authorized official signing on behalf of the Contractor) certifies to the
best of his or her knowledge and belief, that the Contractor, it's current officers and
directors;
4.26.1.1 are not presently debarred, suspended, proposed for debarment, declared
ineligible, or voluntarily excluded from being awarded any contract or grant by
any United States Department or Agency or any state, or local jurisdiction;
4.26.1.2 have not within 3-year period preceding this Contract:
4.26.1.2.1 been convicted of fraud or any criminal offense in connection with
obtaining, attempting to obtain, or as the result of performing a
government entity (Federal, State or local) transaction or contract; and
4.26.1.2.2 been convicted of violation of any Federal or State antitrust statues or
conviction for embezzlement, theft, forgery, bribery, falsification or

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destruction of records, making false statements, or receiving stolen
property regarding a government entity transaction or contract;
4.26.1.2.3 are not presently indicted or criminally charged by a government
entity (Federal, State or local) with commission of any criminal
offenses in connection with obtaining, attempting to obtain, or as the
result of performing a government entity public (Federal, State or
local) transaction or contract; and are not presently facing any civil
charges from any governmental entity regarding obtaining, attempting
to obtain, or from perfomfing any governmental entity contract or
other transaction; and have not within a 3-year period preceding this
Contract had any public transaction (Federal, State or local)
terminated for cause or default.
4.26.1.2.4 If any of the above circumstances described in the paragraph are
applicable to the entity submitting a bid for this requirement, include
with your bid an explanation of the matter including any final
resolution.
4.26.2 The Contractor shall 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. If this clause is applicable to a subcontractor,
the Contractor shall include the infmmation required by this clause with their bid.
4.27 VERIFICATION REGARDING COMPLIANCE WITH ARIZONA REVISED STATUTES §41-
4401 AND FEDERAL IMMIGRATION LAWS AND REGULATIONS:
4.27.1 By entering into the Contract, the Contractor warrants compliance with the Immigration and
Nationality Act (NA 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. 1-9 forms are available for download at USCIS.GOV .
4.27.2 The County retains the legal right to inspect contractor and subcontractor employee
documents performing work under this Contract to verify compliance with paragraph 4.27 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.
4.28 CONTRACTOR EMPLOYEE WHISTLEBLOWER RIGHTS AND REQUIREMENT TO
INFORM EMPLOYEES OF WHISTLERBLOWER RIGHTS:
4.28.1 The Parties agree that this Contract and employees working on this Contract will be subject
to the whistleblower rights and remedies in the pilot program on contractor employee
whistleblower protections established at 41 U.S.C. § 4712 by section 828 of the National
Defense Authorization Act for Fiscal Year 2013 (Pub. L. 112-239) and section 3.908 of
the Federal Acquisition Regulation;

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4.28.2 Contractor shall inform its employees in writing, in the predominant language of the
workforce, of employee whistleblower rights and protections under 41 U.S.C. § 4712, as
described in section 3.908 of the Federal Acquisition Regulation. Documentation of such
employee notification must be kept on file by Contractor and copies provided to County
upon request.
4.28.3 Contractor shall insert the substance of this clause, including this paragraph (c), in all
subcontracts over the simplified acquisition threshold ($150,000 as of September 2013).
4.29 CONTRACTOR LICENSE REQUIREMENT:
4.29.1 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.
4.29.2 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 obtain and possess the required
licenses by subcontracting of the labor portion of the Contract. Respondents are advised
to contact 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 perfoimance of the Contract.
4.30 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 ethical conduct,
may be grounds for Disbarment or Suspension under MC1-902.
An attempt to influence includes, but is not limited to:
4.30.1 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,
4.30.2 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.
4.31 CONFIDENTIALITY:
In the course of the solicitation process, the County may disclose information that is proprietary or
confidential. By submitting a proposal to the solicitation, the offeror agrees that, except as necessary
to prepare a response to this solicitation, neither it nor its agents or employees will communicate,
divulge or disseminate to any third-party-persons or entities, any infoimation that is disclosed to it
by the County during the course of these discussions without the express written authorization of
the County. If the offeror does disclose County proprietary or confidential information to a third
party in preparing a response to this solicitation, it shall require the third party to acknowledge and
comply with this provision.

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4.32 PUBLIC RECORDS:
Under Arizona law, all bids 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
and copying after Contract award and execution, except for such Bids or sections thereof determined
to contain proprietary or confidential information by the Office of Procurement Services. If a Bidder
believes that information in its bid or any resulting Contract should not be released in response to a
public record request under Arizona law, the bidder shall indicate the specific information deemed
confidential or proprietary and submit a statement with its bid detailing the reasons that the
information should not be disclosed. Such reasons shall include the specific harm or prejudice
which may arise from disclosure.
4.33 UNIFORM ADMINISTRATIVE REQUIREMENTS:
By entering into this Contract the Contractor agrees to comply with all applicable provisions of
Title 2, Subtitle A, Chapter II, PART 200—UNIFORM ADMINISTRATIVE REQUIREMENTS,
COST PRINCIPLES, AND AUDIT REQUIREMENTS FOR FEDERAL AWARDS contained in
Title 2 C.F.R. § 200 et seq.