220265-CONTRACT.PDF

SERIAL 220265-S 
ASPHALT SERVICE AND REPAIR 
 
DATE OF LAST REVISION: November 16, 2022 
CONTRACT END DATE: November 30, 2023 
 
 
 
 
 
 
 
 
 
CONTRACT PERIOD THROUGH NOVEMBER 30, 2023 
 
 
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 16, 2022  
(Eff. 12/01/2022). 
 
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. 
 
 
 
 
 
 
LN/mm 
Attach 
 
Copy to: 
Office of Procurement Services 
Suzi Williams, MCDOT 
Martie Billings, MCDOT 
Leon Adair, MCDOT 
 
(Please remove Serial 180125-S from your contract notebooks)

SERIAL 220265-S 
 
 
CACTUS TRANSPORT INC. DBA: CACTUS ASPHALT, 8211 W. SHERMAN ST. TOLLESON AZ 
85353 
 
COMPANY NAME: 
Cactus Transport, Inc. 
DOING BUSINESS AS (dba): 
Cactus Asphalt 
MAILING ADDRESS: 
8211 W. Sherman St. Tolleson AZ 85353 
REMIT TO ADDRESS: 
8211 W. Sherman St. Tolleson AZ 85353 
TELEPHONE NUMBER: 
623-907-2800 
FAX NUMBER: 
623-907-2900 
WWW ADDRESS: 
www.cactusasphalt.com 
REPRESENTATIVE NAME: 
Jeff Abram 
REPRESENTATIVE TELEPHONE NUMBER: 
623-907-2800 
REPRESENTATIVE EMAIL ADDRESS 
jabram@cactusasphalt.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
$1.76 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
$1.71 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
$1.59 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
$1.48 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
$1.46 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
$2.59 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
$2.42 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
$2.40 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
$2.27 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
$2.28 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
$3.22 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
$3.14 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
$3.15 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
$3.08 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
$3.01 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
$6.35 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
$6.30 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
$6.28 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
$6.04 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
$5.83 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
CACTUS TRANSPORT INC. DBA: CACTUS ASPHALT 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
$17.05 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
$11.80 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
$10.22 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
$9.30 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
$20.65 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
$15.46 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
$13.71 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
$12.68 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
$24.99 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
$19.59 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
$17.30 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
$16.23 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
$29.61 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
$23.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
$20.97 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
$19.74 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
$19.13 
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
$13.38 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
$11.63 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
$10.62 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
$23.93 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
$18.09 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
$15.88 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
$14.89 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
$28.73 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
$22.52 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
$20.30 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
$19.12 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
$4.48 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
$4.07 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
$3.97 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
$3.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
$3.78 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
$5.69 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
$5.28 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
$5.17 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
$5.15 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
$4.93 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
$4.12 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
$3.71 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
$3.61 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
$3.59 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
$3.43 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
$5.16 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
$4.94 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
$4.64 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
$4.62 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
$4.42 
1 
Square Yard

SERIAL 220265-S 
 
 
CACTUS TRANSPORT INC. DBA: CACTUS ASPHALT 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
$3.49 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
$3.35 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
$3.28 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
$3.25 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
$3.24 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
$5.09 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
$4.95 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
$4.88 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
$4.84 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
$4.83 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
$1,080.00 
1 
Tons 
 
LMCQS-1h 
$1,025.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
$3.28 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
$3.14 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
$3.07 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
$3.04 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
$3.04 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
$4.78 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
$4.64 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
$4.58 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
$4.54 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
$4.54 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
$1,180.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
$1,010.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
$985.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
$966.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
$959.00 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) - **TRMSS, TR FOG NOT 
AVAILABLE IN AZ 
$1,332.00 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) - **TRMSS, TR FOG 
NOT AVAILABLE IN AZ 
$1,155.00 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) - **TRMSS, TR FOG 
NOT AVAILABLE IN AZ 
$1,127.00 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) - **TRMSS, TR FOG 
NOT AVAILABLE IN AZ 
$1,109.00 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) - **TRMSS, TR FOG 
NOT AVAILABLE IN AZ 
$1,101.00 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
$0.65 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
$0.49 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
$0.44 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
$0.43 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
$0.43 
1 
Square Yard

SERIAL 220265-S 
 
 
CACTUS TRANSPORT INC. DBA: CACTUS ASPHALT 
 
 
Category 2 Crack Filling 
$3.35 
1 
Pounds 
 
Category 3 Crack Filling 
$5.35 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
$750.00 
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
$650.00 
1 
Each 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$75.00 
1 
Each/Day 
 
Document Existing Pavement  Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
$0.85 
1 
LF 
 
Remove Thermoplastic Stripe 
$1.05 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
$1.05 
1 
LF 
 
Remove Painted Symbol / Legend 
$75.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
$125.00 
1 
Each 
 
Remove Raised Pavement Marker 
$3.50 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
$0.25 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
$0.25 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
$0.80 
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
$0.80 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
$5.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
$5.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
$5.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
$8.50 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
$1,800.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
$2,400.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
$2,800.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
$3,200.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
$4,000.00 
1 
Each 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VC0000007271 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
M.R. TANNER CONSTRUCTION, 1327 W SAN PEDRO ST, GILBERT, AZ 85233 
 
COMPANY NAME: 
M. R. TANNER DEVELOPMENT AND CONSTRUCTION, 
LLC 
DOING BUSINESS AS (dba): 
MAILING ADDRESS: 
1327 W SAN PEDRO ST, GILBERT, AZ 85233 
REMIT TO ADDRESS: 
TELEPHONE NUMBER: 
480-633-8500 
FAX NUMBER: 
480-633-8111 
WWW ADDRESS: 
WWW.MRTANNER.COM 
REPRESENTATIVE NAME: 
JOSH SKINNER 
REPRESENTATIVE TELEPHONE NUMBER: 
480-633-8500 
REPRESENTATIVE EMAIL ADDRESS 
JSKINNER@MRTANNER.COM 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
v 
ASPHALT MILLING 
 
Asphalt Milling 1” (1-20,000 sy) 
5.50 
1 
Square Yard 
 
Asphalt Milling 1” (20,001 - 40,000 sy) 
2.00 
1 
Square Yard 
 
Asphalt Milling 1” (40,001 - 80,000 sy) 
2.00 
1 
Square Yard 
 
Asphalt Milling 1” (80,001 - 140,000 sy) 
2.00 
1 
Square Yard 
 
Asphalt Milling 1” (140,001 - 200,000 sy) 
2.00 
1 
Square Yard 
 
Asphalt Milling 1½” (1-20,000 sy) 
5.75 
1 
Square Yard 
 
Asphalt Milling 1 ½” (20,001 - 40,000 sy) 
2.25 
1 
Square Yard 
 
Asphalt Milling 1 ½” (40,001 - 80,000 sy) 
2.25 
1 
Square Yard 
 
Asphalt Milling 1 ½” (80,001 - 140,000 sy) 
2.25 
1 
Square Yard 
 
Asphalt Milling 1 ½” (140,001 - 200,000 sy) 
2.25 
1 
Square Yard 
 
Asphalt Milling 2” (1-20,000 sy) 
5.75 
1 
Square Yard 
 
Asphalt Milling 2” (20,001 - 40,000 sy) 
2.75 
1 
Square Yard 
 
Asphalt Milling 2” (40,001 - 80,000 sy) 
2.75 
1 
Square Yard 
 
Asphalt Milling 2” (80,001 - 140,000 sy) 
2.75 
1 
Square Yard 
 
Asphalt Milling 2” (140,001 - 200,000 sy) 
2.75 
1 
Square Yard 
 
Asphalt Milling 4” (1-20,000 sy) 
6.65 
1 
Square Yard 
 
Asphalt Milling 4” (20,001 - 40,000 sy) 
5.40 
1 
Square Yard 
 
Asphalt Milling 4” (40,001 - 80,000 sy) 
5.40 
1 
Square Yard 
 
Asphalt Milling 4” (80,001 - 140,000 sy) 
5.40 
1 
Square Yard 
 
Asphalt Milling 4” (140,001 - 200,000 sy) 
5.40 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
M.R. TANNER CONSTRUCTION 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
60.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
19.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
17.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
16.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
64.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
23.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
20.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
19.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
69.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
26.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
23.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
22.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
73.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
29.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
27.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
25.00 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1” (1-2,000 sy) 
62.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (2,001 - 4,000 sy) 
21.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
18.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
17.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (1-2,000 sy) 
66.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (2,001 - 4,000 sy) 
25.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
22.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
21.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (1-2,000 sy) 
71.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (2,001 - 4,000 sy) 
28.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
26.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
25.00 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard

SERIAL 220265-S 
 
 
M.R. TANNER CONSTRUCTION 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
7.20 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
4.80 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
4.60 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
4.45 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
4.00 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
8.20 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
5.80 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
5.60 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
5.10 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
5.00 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
1,300.00 
1 
Tons 
 
LMCQS-1h 
1,300.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
7.00 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
4.60 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
4.50 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
4.30 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
3.90 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
7.70 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
5.50 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
5.40 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
5.00 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
4.90 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
2,600.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
2,250.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
2,250.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
2,150.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
2,000.00 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
2,600.00 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
2,250.00 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
2,250.00 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
2,150.00 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
2,000.00 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
4.00 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
3.80 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
3.60 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
3.50 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
3.40 
1 
Square Yard 
 
Category 2 Crack Filling 
3.50 
1 
Pounds 
 
Category 3 Crack Filling 
1.00 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
900.00 
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
875.00 
1 
Each

SERIAL 220265-S 
 
 
M.R. TANNER CONSTRUCTION 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
300.00 
1 
Each/Day 
 
Document Existing Pavement Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
0.70 
1 
LF 
 
Remove Thermoplastic Stripe 
1.00 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
1.20 
1 
LF 
 
Remove Painted Symbol / Legend 
100.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
110.00 
1 
Each 
 
Remove Raised Pavement Marker 
3.50 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
0.60 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
0.60 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4” White Thermoplastic Traffic Stripe 
1.00 
1 
LF 
 
4” Yellow Thermoplastic Traffic Stripe 
1.00 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
6.00 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
6.00 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
6.00 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
6.00 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
1,100.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
1,250.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
1,350.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
1,450.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
1,550.00 
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VC0000008178 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
NESBITT CONTRACTING CO., INC., 100 S. PRICE RD, TEMPE, AZ 85281 
 
COMPANY NAME: 
Nesbitt Contracting Co., Inc. 
DOING BUSINESS AS (dba): 
Nesbitt Contracting Co., Inc. 
MAILING ADDRESS: 
100 S. Price Rd, Tempe AZ, 85288 
REMIT TO ADDRESS: 
Charlie Babich 
TELEPHONE NUMBER: 
4804237600 
FAX NUMBER: 
  
WWW ADDRESS: 
100 S. Price Rd 
REPRESENTATIVE NAME: 
Charlie Babich 
REPRESENTATIVE TELEPHONE NUMBER: 
4804237600 
REPRESENTATIVE EMAIL ADDRESS 
charlieb@nesbitts.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
2.90 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
2.60 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
2.60 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
2.50 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
2.50 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
3.05 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
2.75 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
2.50 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
2.50 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
2.50 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
3.20 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
2.95 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
2.80 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
2.70 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
2.70 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
4.00 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
4.30 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
3.80 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
3.60 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
3.60 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
NESBITT CONTRACTING CO., INC 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
13.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
9.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
8.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
7.80 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
17.70 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
12.60 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
11.60 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
11.60 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
20.90 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
15.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
15.65 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
15.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
23.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
19.20 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
19.20 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
18.80 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
16.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
11.15 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
10.15 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
9.70 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
20.55 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
15.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
15.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
15.15 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
24.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
19.70 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
19.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
19.35 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard

SERIAL 220265-S 
 
 
NESBITT CONTRACTING CO., INC 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
No Bid 
1 
Tons 
 
LMCQS-1h 
No Bid 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
No Bid 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Category 2 Crack Filling 
No Bid 
1 
Pounds 
 
Category 3 Crack Filling 
No Bid 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
1125.00 
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
1125.00 
1 
Each

SERIAL 220265-S 
 
 
NESBITT CONTRACTING CO., INC 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
60.00 
1 
Each/Day 
 
Document Existing Pavement Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
1.25 
1 
LF 
 
Remove Thermoplastic Stripe 
1.25 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
1.25 
1 
LF 
 
Remove Painted Symbol / Legend 
105.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
130.00 
1 
Each 
 
Remove Raised Pavement Marker 
3.50 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
0.45 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
0.45 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
1.15 
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
1.15 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
6.20 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
6.20 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
6.20 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
6.20 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
1050.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
1750.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
2000.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
2250.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
2750.00 
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VC0000006934 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
SOUTHWEST SLURRY SEAL LLC, 22855 N 21ST AVE PHOENIX AZ 85027 
 
COMPANY NAME: 
Southwest Slurry Seal 
DOING BUSINESS AS (dba): 
  
MAILING ADDRESS: 
22855 N 21st Ave Phoenix AZ 85027 
REMIT TO ADDRESS: 
22855 N 21st Ave Phoenix AZ 85027 
TELEPHONE NUMBER: 
623-582-1919 
FAX NUMBER: 
623-434-8805 
WWW ADDRESS: 
www.southwestslurryseal.com 
REPRESENTATIVE NAME: 
Richard Francis 
REPRESENTATIVE TELEPHONE NUMBER: 
623-582-1919 
REPRESENTATIVE EMAIL ADDRESS 
richardf@southwestslurryseal.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
SOUTHWEST SLURRY SEAL LLC 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
NO BID 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard

SERIAL 220265-S 
 
 
SOUTHWEST SLURRY SEAL LLC 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
$5.68 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
$3.80 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
$3.59 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
$3.39 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
$3.22 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
$6.72 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
$4.74 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
$4.38 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
$4.10 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
$4.04 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
$1000.00 
1 
Tons 
 
LMCQS-1h 
$1000.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
$5.65 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
$3.76 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
$3.56 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
$3.35 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
$3.15 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
$6.35 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
$4.53 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
$4.35 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
$4.04 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
$3.95 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
$5720.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
$2986.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
$2625.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
$2245.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
$2245.00 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) TRMSS 
$5700.00 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) TRMSS 
$2966.00 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) TRMSS 
$2605.00 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) TRMSS 
$2225.00 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) TRMSS 
$2225.00 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
$2.50 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
$2.35 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
$2.25 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
$2.20 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
$2.20 
1 
Square Yard 
 
Category 2 Crack Filling 
$7.50 
1 
Pounds 
 
Category 3 Crack Filling 
$25.00 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
$1200.00 
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
$1000.00 
1 
Each

SERIAL 220265-S 
 
 
SOUTHWEST SLURRY SEAL LLC 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$150.00 
1 
Each/Day 
 
Document Existing Pavement  Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
$1.00 
1 
LF 
 
Remove Thermoplastic Stripe 
$1.50 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
$2.00 
1 
LF 
 
Remove Painted Symbol / Legend 
$150.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
$170.00 
1 
Each 
 
Remove Raised Pavement Marker 
$5.00 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
$0.36 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
$0.36 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
$1.20 
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
$1.20 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
$7.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
$7.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
$7.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
$12.00 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
$1800.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
$3600.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
$4200.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
$4800.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
$6000.00 
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VS0000002050 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
S & S PAVING & CONSTRUCTION, 4636 E. UNIVERSITY DRIVE SUITE 150, PHOENIX, AZ 85034 
 
COMPANY NAME: 
S&S Paving & Construction 
DOING BUSINESS AS (dba): 
S&S Paving & Construction 
MAILING ADDRESS: 
4636 E. University Drive Suite 150 
REMIT TO ADDRESS: 
Jeff Abraham 
TELEPHONE NUMBER: 
6028102965 
FAX NUMBER: 
4636 E. University Drive Suite 150 
WWW ADDRESS: 
www.sspaving.com 
REPRESENTATIVE NAME: 
Jeff Abraham 
REPRESENTATIVE TELEPHONE NUMBER: 
602-810-2965 
REPRESENTATIVE EMAIL ADDRESS 
jabraham@sspaving.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
 $          5.25 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
 $          1.90 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
 $          1.90 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
 $          1.90 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
 $          1.90 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
 $          5.50 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
 $          2.45 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
 $          2.45 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
 $          2.45 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
 $          2.45 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
 $          5.65 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
 $          2.70 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
 $          2.70 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
 $          2.70 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
 $          2.70 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
 $          6.50 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
 $          5.25 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
 $          5.25 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
 $          5.25 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
 $          5.25 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
S & S PAVING & CONSTRUCTION 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
 $    15.75  
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
 $    12.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
 $    11.75  
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
 $    11.50  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
 $    17.60  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
 $    16.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
 $    15.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
 $    14.50  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
 $    21.90  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
 $    19.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
 $    18.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
 $    17.50  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
 $    25.25  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
 $    21.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
 $    20.75  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
 $    20.25  
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
 $    18.50  
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
 $    18.25  
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
 $    17.50  
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
 $    17.25  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
 $    20.50  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
 $    20.50  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
 $    20.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
 $    19.90  
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
 $    23.15  
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
 $    23.15  
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
 $    22.20  
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
 $    22.00  
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
 $        25.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
 $          6.50 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
 $          6.25 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
 $          6.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy)  $          5.75 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
 $        25.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
 $          8.75 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
 $          7.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy)  $          6.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy)  $          6.85 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
 $        25.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
 $          8.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
 $          7.50 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
 $          7.25 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy)  $          7.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
 $        25.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
 $          6.80 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
 $          6.50 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
 $          6.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy)  $          5.95 
1 
Square Yard

SERIAL 220265-S 
 
 
S & S PAVING & CONSTRUCTION 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
 $        20.00 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
 $          6.50 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
 $          5.75 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
 $          5.75 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
 $          5.65 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
 $        20.00 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
 $          5.60 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
 $          5.60 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
 $          5.60 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
$          5.40  
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
$3,800.00 
1 
Tons 
 
LMCQS-1h 
$3,800.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
 $        18.00  1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
 $          4.80  1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
 $          3.50  1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
 $          3.50  1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
 $          3.25  1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
 $        18.00  1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
 $          4.50  1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
 $          3.95  1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
 $          3.85  1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
 $          3.75  1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
 $        18.00  1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
 $          5.00  1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
 $          4.50  1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
 $          4.25  1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
 $          4.25  1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
 $   3,700.00  1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
 $   2,250.00  1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
 $   2,250.00  1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
 $   2,250.00  1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
 $   2,250.00  1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
 $   3,500.00  1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
 $   2,250.00  1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
 $   2,250.00  1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
 $   2,250.00  1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
 $   2,250.00  1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
 $        24.00  1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
 $          4.50  1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
 $          4.50  1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
 $          4.50  1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
 $          4.50  1 
Square Yard 
 
Category 2 Crack Filling 
 $          9.10  1 
Pounds 
 
Category 3 Crack Filling 
 $        35.00  1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance

SERIAL 220265-S 
 
 
S & S PAVING & CONSTRUCTION 
 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
 $   1,200.00  1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
 $   1,000.00  1 
Each 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$150.00 
1 
Each/Day 
 
Document Existing Pavement  Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
 $    1.65  
1 
LF 
 
Remove Thermoplastic Stripe 
 $    1.90  
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
 $ 140.00  
1 
LF 
 
Remove Painted Symbol / Legend 
 $ 130.00  
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
 $ 140.00  
1 
Each 
 
Remove Raised Pavement Marker 
 $     2.75  
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
 $      1.00  
1 
LF 
 
4” Yellow Traffic Paint Stripe 
 $      1.00  
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
 $     1.45  
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
 $      1.45  
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
 $    7.00  
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
 $    7.00  
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
 $    7.00  
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
 $  13.50  
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
 $   1,800.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
 $   2,200.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
 $   2,600.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
 $   3,000.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
 $   3,300.00 
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VS0000007717 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
ATTACHMENT B: AGREEMENT PAGE 
 
Respondent hereby certifies that respondent has read, understands, and agrees that acceptance by Maricopa County of 
onditions 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 agreement.
 
BY SIGNING THIS PAGE, THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED 
https://www.maricopa.gov/DocumentCenter/View/6453. 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
RESPONDENT (FIRM) SUBMITTING PROPOSAL 
 
FEDERAL TAX ID # 
 
DUNS # 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
PRINTED NAME AND TITLE 
 
 
 
 
AUTHORIZED SIGNATURE 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
ADDRESS 
 
 
 
 
 
 
TELEPHONE #  
 
FAX # 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
CITY 
 
STATE  
 
ZIP 
 
 
DATE
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
WEBSITE 
 
 
 
 
 
 
EMAIL 
 
 
MARICOPA COUNTY, ARIZONA 
 
 
BY:  
 
 
 
 
 
 
 
 
 
 
 
 
 
 
CHIEF PROCUREMENT OFFICER, 
 
 
DATE
OFFICE OF PROCUREMENT SERVICES 
 
 
BY:   
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
CHAIRMAN, BOARD OF SUPERVISORS  
 
DATE
 
ATTESTED: 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
CLERK OF THE BOARD 
 
 
 
 
DATE
 
APPROVED AS TO FORM: 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
DEPUTY COUNTY ATTORNEY  
 
 
 
DATE
S&S Paving & Construction
Jeff Abraham Director of Operations
4636 E. University Dr. Suite 150 
Phoenix,            AZ               85034
www.sspaving.com
jabraham@sspaving.com
8/23/2022
602-437-0818
602-437-2372
86-0493958
01-453-5736

SERIAL 220265-S 
 
 
SUNLAND ASPHALT & CONSTRUCTION, LLC DBA: SUNLAND ASPHALT, 3030 S. 7TH ST., 
PHOENIX, AZ 85040 
 
COMPANY NAME: 
Sunland Asphalt & Construction, LLC 
DOING BUSINESS AS (dba): 
Sunland Asphalt 
MAILING ADDRESS: 
3030 S. 7th St., Phoenix, AZ 85040 
REMIT TO ADDRESS: 
1625 E. Northern Ave., Phoenix, AZ 85020 
TELEPHONE NUMBER: 
6023232800 
FAX NUMBER: 
6029147359 
WWW ADDRESS: 
www.sunlandasphalt.com 
REPRESENTATIVE NAME: 
Nate Gorrocino 
REPRESENTATIVE TELEPHONE NUMBER: 
4802942644 
REPRESENTATIVE EMAIL ADDRESS 
ngorrocino@sunlandasphalt.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
$ 1.30 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
$ 1.25 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
$ 1.20 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
$1.15 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
$1.10 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
$1.95 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
$ 1.85 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
$ 1.75 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
$ 1.70 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
$ 1.65 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
$ 2.40 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
$ 2.35 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
$ 2.30 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
$ 2.25 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
$ 2.20 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
$ 4.20 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
$ 4.15 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
$ 4.10 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
$ 4.05 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
$ 4.00 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
SUNLAND ASPHALT & CONSTRUCTION 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
$ 10.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
$ 10.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
$ 9.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
$ 8.60 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
$14.70 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
$ 13.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
$12.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
$ 11.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
$ 17.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
$ 16.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
$ 15.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
$ 14.35 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
$ 19.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
$ 19.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
$ 18.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
$ 17.25 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
$ 12.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
$ 10.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
$ 9.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
$ 9.10 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
$ 15.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
$14.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
$ 13.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
$ 12.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
$ 18.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
$ 18.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
$ 16.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
$ 15.75 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
$ 4.40 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
$ 4.25 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
$4.20 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
$ 4.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
$ 3.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
$ 4.50 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
$ 4.25 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
$ 4.15 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
$ 4.10 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
$ 4.05 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
$ 4.10 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
$ 4.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
$ 3.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
$3.90 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
$ 3.85 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
$ 4.15 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
$ 4.05 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
$ 4.00 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
$ 3.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
$ 3.90 
1 
Square Yard

SERIAL 220265-S 
 
 
SUNLAND ASPHALT & CONSTRUCTION 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
$ 3.35 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
$ 2.95 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
$ 2.70 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
$ 2.65 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
$ 2.60 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
$ 3.70 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
$ 3.50 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
$ 3.30 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
$ 3.20 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
$ 3.15 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
$ 915.00 
1 
Tons 
 
LMCQS-1h 
$ 915.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
$ 3.35 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
$ 2.70 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
$ 2.60 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
$ 2.50 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
$ 2.45 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
$ 3.90 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
$ 3.60 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
$ 3.50 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
$ 3.40 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
$ 3.25 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
$ 870.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
$ 790.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
$ 775.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
$ 770.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
$ 765.00 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
$ 990.00 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
$ 920.00 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
$ 905.00 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
$ 900.00 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
$ 895.00 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
$ 0.95 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
$ 0.90 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
$ 0.85 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
$ 0.80 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
$ 0.75 
1 
Square Yard 
 
Category 2 Crack Filling 
$ 3.75 
1 
Pounds 
 
Category 3 Crack Filling 
$ 15.50 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
$ 900.00 
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
$ 900.00 
1 
Each

SERIAL 220265-S 
 
 
SUNLAND ASPHALT & CONSTRUCTION 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$ 65.00 
1 
Each/Day 
 
Document Existing Pavement  Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
$ 1.20 
1 
LF 
 
Remove Thermoplastic Stripe 
$ 1.50 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
$ 1.80 
1 
LF 
 
Remove Painted Symbol / Legend 
$ 60.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
$ 120.00 
1 
Each 
 
Remove Raised Pavement Marker 
$ 2.50 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
$ 0.30 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
$ 0.30 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
$ 0.70 
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
$ 0.70 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
$ 4.25 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
$ 4.25 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
$ 4.25 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
$ 4.25 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
$ 1,320.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
$ 2,040.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
$ 2,335.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
$ 2,575.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
$ 2,750.00 
1 
Each 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VC0000007434 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
TALIS CONSTRUCTION CORPORATION, 1167 W. JAVELINA AVE, MESA, AZ 85210 
 
COMPANY NAME: 
TALIS Construction Corporation 
DOING BUSINESS AS (dba): 
  
MAILING ADDRESS: 
1167 W. Javelina Ave, Mesa, AZ 85210 
REMIT TO ADDRESS: 
1167 W. Javelina Ave, Mesa, AZ 85210 
TELEPHONE NUMBER: 
480-557-6100 
FAX NUMBER: 
480-557-6200 
WWW ADDRESS: 
  
REPRESENTATIVE NAME: 
Chuck Watson 
REPRESENTATIVE TELEPHONE NUMBER: 
480-557-6100 
REPRESENTATIVE EMAIL ADDRESS 
cwatson@talis.us 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
$5.50 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
$1.85 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
$1.85 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
$1.85 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
$1.85 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
$5.65 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
$2.20 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
$2.20 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
$2.20 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
$2.20 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
$5.75 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
$2.72 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
$2.72 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
$2.72 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
$2.72 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
$6.65 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
$5.40 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
$5.40 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
$5.40 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
$5.40 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
TALIS CONSTRUCTION CORPORATION 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
$30.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
$13.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
$13.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
$13.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
$33.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
$17.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
$17.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
$17.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
$37.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
$21.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
$21.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
$21.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
$45.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
$25.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
$25.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
$25.50 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
$30.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
$15.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
$15.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
$15.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
$35.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
$19.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
$19.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
$19.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
$39.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
$23.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
$23.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
$23.75 
1 
Square Yard 
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 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
 
1 
Square Yard

SERIAL 220265-S 
 
 
TALIS CONSTRUCTION CORPORATION 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
$5.55 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
$4.52 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
$4.52 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
$4.52 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
$4.52 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
$6.55 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
$5.16 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
$5.16 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
$5.16 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
$5.16 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
$850.00 
1 
Tons 
 
LMCQS-1h 
$850.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
$5.31 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
$4.16 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
$4.16 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
$4.15 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
$4.15 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
$5.31 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
$4.16 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
$4.16 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
$4.05 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
$4.05 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
$5.48 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
$4.69 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
$4.69 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
$4.69 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
$4.69 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
$1.10 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
$1.10 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
$1.00 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
$0.90 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
$0.88 
1 
Square Yard 
 
Category 2 Crack Filling 
$3.25 
1 
Pounds 
 
Category 3 Crack Filling 
$42.00 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover, MAG Det. 422 
$1,200.00 
1 
Each 
 
Adjust Frame and Cover to Grade, MAG Det. 270 
$1,150.00 
1 
Each

SERIAL 220265-S 
 
 
TALIS CONSTRUCTION CORPORATION 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$190.00 
1 
Each/Day 
 
Document Existing Pavement Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
$0.80 
1 
LF 
 
Remove Thermoplastic Stripe 
$0.80 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
$0.80 
1 
LF 
 
Remove Painted Symbol / Legend 
$90.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
$90.00 
1 
Each 
 
Remove Raised Pavement Marker 
$1.32 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
$0.90 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
$0.90 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4” White Thermoplastic Traffic Stripe 
$1.25 
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
$1.25 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
$5.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
$5.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
$5.50 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
$5.50 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
$4,000.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
$5,000.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
$5,000.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
$5,500.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
$6,000.00 
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VC0000008097 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
VIASUN CORPORATION, 3621 E. SUPERIOR AVE PHOENIX, AZ 85040 
 
COMPANY NAME: 
ViaSun Corporation 
DOING BUSINESS AS (dba): 
  
MAILING ADDRESS: 
3621 E. Superior Ave Phoenix, AZ 85040 
REMIT TO ADDRESS: 
3621 E. Superior Ave Phoenix, AZ 85040 
TELEPHONE NUMBER: 
480-268-9669 
FAX NUMBER: 
  
WWW ADDRESS: 
https://www.viasuncorp.com/ 
REPRESENTATIVE NAME: 
John Kliethermes, PE 
REPRESENTATIVE TELEPHONE NUMBER: 
4807409077 
REPRESENTATIVE EMAIL ADDRESS 
johnk@viasuncorp.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
$10.00 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
$10.00 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
$2.50 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
$15.00 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
$3.00 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
$3.00 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
$3.00 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
$3.00 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
$20.00 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
$6.00 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
$6.00 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
$6.00 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
$6.00 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
VIASUN CORPORATION 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
 $130.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
 $10.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
 $7.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
 $7.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
 $130.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
 $15.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
 $10.40  
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
 $10.40  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
 $140.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
 $15.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
 $13.90  
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
 $13.90  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
 $140.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
 $25.00  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
 $17.40  
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
 $17.40  
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
 $200.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
 $12.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
 $8.50  
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
 $8.50  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
 $200.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
 $16.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
 $12.70  
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
 $12.70  
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
 $200.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
 $22.00  
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
 $16.90  
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
 $16.90  
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
 $20.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
 $2.50  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
 $2.50  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
 $2.50  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
 $2.50  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
 $20.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
 $2.75  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
 $2.75  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
 $2.75  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
 $2.75  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
 $20.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
 $1.90  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
 $1.90  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
 $1.90  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
 $1.90  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
 $20.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
 $2.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
 $2.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
 $2.00  
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
 $2.00  
1 
Square Yard

SERIAL 220265-S 
 
 
VIASUN CORPORATION 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
 $14.00  
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
 $5.00  
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
 $4.40  
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
 $4.40  
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
 $4.30  
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
 $14.00  
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
 $4.50  
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
 $4.50  
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
 $4.50  
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
 $4.30  
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
 $1,300.00  
1 
Tons 
 
LMCQS-1h 
 $1,300.00  
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
 $12.00  
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
 $12.00  
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
 $3.50  
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
 $3.00  
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
 $12.00  
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
 $3.50 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
 $3.25  
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
 $3.25  
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
 $3.25  
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
 $2,500.00  
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
 $1,600.00  
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
 $1,600.00  
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
 $1,600.00  
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
 $1,600.00  
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
 $2,500.00  
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
 $1,600.00  
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
 $1,600.00  
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
 $1,600.00  
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
 $1,600.00  
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
 $20.00  
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
 $2.00  
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
 $1.80  
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
 $1.80  
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
 $1.70  
1 
Square Yard 
 
Category 2 Crack Filling 
 $6.50  
1 
Pounds 
 
Category 3 Crack Filling 
 $25.00  
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
 $1,750.00  
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
 $1,500.00  
1 
Each

SERIAL 220265-S 
 
 
VIASUN CORPORATION 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$200.00 
1 
Each/Day 
 
Document Existing Pavement  Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
 $1.50  
1 
LF 
 
Remove Thermoplastic Stripe 
 $2.25  
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
 $3.00  
1 
LF 
 
Remove Painted Symbol / Legend 
 $200.00  
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
 $250.00  
1 
Each 
 
Remove Raised Pavement Marker 
 $10.00  
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
 $0.75  
1 
LF 
 
4” Yellow Traffic Paint Stripe 
 $0.75  
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
 $1.10  
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
 $1.10  
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
 $20.00  
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
 $20.00  
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
 $20.00  
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
 $20.00  
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
 $7,500.00  
1 
Each 
 
6’ x 20’ Quadrupole Loop 
 $15,000.00  
1 
Each 
 
6’ x 30’ Quadrupole Loop 
 $15,000.00  
1 
Each 
 
6’ x 40’ Quadrupole Loop 
 $20,000.00  
1 
Each 
 
6’ x 50’ Quadrupole Loop 
 $20,000.00  
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VS0000002055 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-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 agreement. 
BY SIGNING THIS PAGE, THE SUBMITTING RESPONDENT CERTIFIES THAT RESPONDENT HAS REVIEWED 
MARICOPA COUNTY’S “STANDARD TERMS AND CONDITIONS,” A COPY OF WHICH CAN BE FOUND AT 
https://www.maricopa.gov/DocumentCenter/View/6453. 
RESPONDENT (FIRM) SUBMITTING PROPOSAL 
FEDERAL TAX ID # 
DUNS # 
PRINTED NAME AND TITLE 
AUTHORIZED SIGNATURE 
ADDRESS 
TELEPHONE # 
FAX # 
CITY 
 
STATE 
ZIP 
DATE 
WEBSITE 
EMAIL 
MARICOPA COUNTY, ARIZONA 
BY: 
CHIEF PROCUREMENT OFFICER, 
DATE 
OFFICE OF PROCUREMENT SERVICES 
BY: 
CHAIRMAN, BOARD OF SUPERVISORS 
DATE 
ATTESTED: 
CLERK OF THE BOARD 
DATE 
APPROVED AS TO FORM: 
DEPUTY COUNTY ATTORNEY 
DATE 
ViaSun Corporation
John Kliethermes, PE - Vice President
3621 E. Superior Ave
Phoenix              AZ                             85040
www.viasuncorp.com
johnk@viasuncorp.com
08/23/2022
480-268-9669
078815147
45-3251748
N/A

SERIAL 220265-S 
 
 
VSS INTERNATIONAL, INC., 3785 CHANNEL DR, WEST SACRAMENTO, CA 95691 
 
COMPANY NAME: 
VSS International, Inc. 
DOING BUSINESS AS (dba): 
VSS International, Inc. 
MAILING ADDRESS: 
3785 Channel Dr, West Sacramento, CA 95691 
REMIT TO ADDRESS: 
  
TELEPHONE NUMBER: 
9163731500 
FAX NUMBER: 
9163730183 
WWW ADDRESS: 
www.slurry.com 
REPRESENTATIVE NAME: 
Jeff Roberts, Senior Vice President 
REPRESENTATIVE TELEPHONE NUMBER: 
9163731500 
REPRESENTATIVE EMAIL ADDRESS 
vssiestimating@slurry.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling  1” (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1” (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1”(40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1”(80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1” (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1½” (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1 ½” (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1 ½”(40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1 ½”(80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  1 ½” (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  2” (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  2” (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  2”(40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  2”(80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  2” (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  4” (1-20,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  4” (20,001 - 40,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  4”(40,001 - 80,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  4”(80,001 - 140,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Milling  4” (140,001 - 200,000 sy) 
No Bid 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
VSS INTERNATIONAL, INC 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1”  (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1”  (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½”  (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (1-2,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 2”  (2,001 - 4,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
No Bid 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
No Bid 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
6.82 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
6.17 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
5.29 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
4.72 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
4.57 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
7.72 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
6.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
5.95 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
5.33 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
5.20 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
6.70 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
5.98 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
5.04 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
4.49 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
4.28 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
7.20 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
6.47 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
5.48 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
5.29 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
4.73 
1 
Square Yard

SERIAL 220265-S 
 
 
VSS INTERNATIONAL, INC 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
4.37 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
3.54 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
2.87 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
2.83 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
2.69 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
5.09 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
4.30 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
3.94 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
3.64 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
3.50 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
765.00 
1 
Tons 
 
LMCQS-1h 
765.00 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
4.20 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
3.40 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
2.75 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
2.55 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
2.45 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
3.87 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
3.15 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
2.52 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
2.48 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
2.35 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
4.65 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
3.88 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
3.50 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
3.21 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
3.18 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
No Bid 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
No Bid 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
No Bid 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
0.70 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
0.65 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
0.62 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
0.60 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
0.60 
1 
Square Yard 
 
Category 2 Crack Filling 
9.00 
1 
Pounds 
 
Category 3 Crack Filling 
9.00 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
No Bid 
1 
Each 
 
Adjust Frame and Cover  to Grade,  MAG Det. 270 
No Bid 
1 
Each

SERIAL 220265-S 
 
 
VSS INTERNATIONAL, INC 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
75,00.00 
1 
Each/Day 
 
Document Existing Pavement Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
0.50 
1 
LF 
 
Remove Thermoplastic Stripe 
0.66 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
0.66 
1 
LF 
 
Remove Painted Symbol / Legend 
44.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
55.00 
1 
Each 
 
Remove Raised Pavement Marker 
1.93 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
0.18 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
0.18 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4”  White Thermoplastic Traffic Stripe 
0.68 
1 
LF 
 
4”  Yellow Thermoplastic Traffic Stripe 
0.68 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
3.58 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
3.58 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
3.58 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
11.00 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
No Bid 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
No Bid 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
No Bid 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
No Bid 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
No Bid 
1 
Each 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VS0000002051 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-S 
 
 
WEEMS ASPHALT LLC, 535 NORTH 51ST AVE, STE. 200, PHOENIX, AZ 85043 
 
COMPANY NAME: 
Weems Asphalt, LLC 
DOING BUSINESS AS (dba): 
Weems Asphalt, LLC 
MAILING ADDRESS: 
535 North 51st Ave, Ste. 200 
REMIT TO ADDRESS: 
  
TELEPHONE NUMBER: 
(602)560-3535 
FAX NUMBER: 
  
WWW ADDRESS: 
www.weemsasphalt.com 
REPRESENTATIVE NAME: 
Craig Weems 
REPRESENTATIVE TELEPHONE NUMBER: 
(602)679-0015 
REPRESENTATIVE EMAIL ADDRESS 
craigw@weemsasphalt.com 
 
  
YES 
NO 
REBATE 
WILL ALLOW OTHER GOVERNMENTAL ENTITIES TO PURCHASE 
FROM THIS CONTRACT:  
 
 
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT: 
 
 
 
 NET 30 DAYS 
 
 
 
 
PRICING SCHEDULE: NON-PROJECT WORK 
Spec 
Section 
Title 
Unit 
Price 
Qty 
Unit of Measure 
107 
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Community Relations Support 
--- 
1 
Allowance  
 
AZPDES 
--- 
1 
Lump Sum (TBE) 
109 
Mobilization/Demobilization 
--- 
1 
Lump Sum (TBE) 
317 
ASPHALT MILLING 
 
Asphalt Milling 1” (1-20,000 sy) 
$5.00 
1 
Square Yard 
 
Asphalt Milling 1” (20,001 - 40,000 sy) 
$1.75 
1 
Square Yard 
 
Asphalt Milling 1” (40,001 - 80,000 sy) 
$1.70 
1 
Square Yard 
 
Asphalt Milling 1” (80,001 - 140,000 sy) 
$1.65 
1 
Square Yard 
 
Asphalt Milling 1” (140,001 - 200,000 sy) 
$1.60 
1 
Square Yard 
 
Asphalt Milling 1½” (1-20,000 sy) 
$5.10 
1 
Square Yard 
 
Asphalt Milling 1 ½” (20,001 - 40,000 sy) 
$2.00 
1 
Square Yard 
 
Asphalt Milling 1 ½” (40,001 - 80,000 sy) 
$1.95 
1 
Square Yard 
 
Asphalt Milling 1 ½” (80,001 - 140,000 sy) 
$1.90 
1 
Square Yard 
 
Asphalt Milling 1 ½” (140,001 - 200,000 sy) 
$1.85 
1 
Square Yard 
 
Asphalt Milling 2” (1-20,000 sy) 
$5.20 
1 
Square Yard 
 
Asphalt Milling 2” (20,001 - 40,000 sy) 
$2.25 
1 
Square Yard 
 
Asphalt Milling 2” (40,001 - 80,000 sy) 
$2.20 
1 
Square Yard 
 
Asphalt Milling 2” (80,001 - 140,000 sy) 
$2.15 
1 
Square Yard 
 
Asphalt Milling 2” (140,001 - 200,000 sy) 
$2.10 
1 
Square Yard 
 
Asphalt Milling 4” (1-20,000 sy) 
$5.50 
1 
Square Yard 
 
Asphalt Milling 4” (20,001 - 40,000 sy) 
$3.45 
1 
Square Yard 
 
Asphalt Milling 4” (40,001 - 80,000 sy) 
$3.40 
1 
Square Yard 
 
Asphalt Milling 4” (80,001 - 140,000 sy) 
$3.35 
1 
Square Yard 
 
Asphalt Milling 4” (140,001 - 200,000 sy) 
$3.30 
1 
Square Yard 
 
Profile Milling 
--- 
1 
Square Yard (TBE)

SERIAL 220265-S 
 
 
WEEMS ASPHALT LLC 
 
321 
ASPHALT CONCRETE OVERLAY 
 
Asphalt Concrete Overlay 1” (1-2,000 sy) 
$13.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (2,001 - 4,000 sy) 
$9.50 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (4,001 - 6,000 sy) 
$9.25 
1 
Square Yard 
 
Asphalt Concrete Overlay 1” (6,001 - 8,000 sy) 
$9.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (1-2,000 sy) 
$17.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (2,001 - 4,000 sy) 
$12.90 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (4,001 - 6,000 sy) 
$12.65 
1 
Square Yard 
 
Asphalt Concrete Overlay 1½” (6,001 - 8,000 sy) 
$12.40 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (1-2,000 sy) 
$20.00 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (2,001 - 4,000 sy) 
$16.10 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (4,001 - 6,000 sy) 
$15.85 
1 
Square Yard 
 
Asphalt Concrete Overlay 2” (6,001 - 8,000 sy) 
$15.60 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (1-2,000 sy) 
$23.75 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (2,001 - 4,000 sy) 
$19.80 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (4,001 - 6,000 sy) 
$19.55 
1 
Square Yard 
 
Asphalt Concrete Overlay 2½” (6,001 - 8,000 sy) 
$19.30 
1 
Square Yard 
 
RIDEABILITY 
--- 
1 
Allowance 
325 
ASPHALT-RUBBER ASPHALT CONCRETE 
 
Asphalt Rubber Overlay 1” (1-2,000 sy) 
$15.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (2,001 - 4,000 sy) 
$10.75 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (4,001 - 6,000 sy) 
$10.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 1” (6,001 - 8,000 sy) 
$10.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (1-2,000 sy) 
$19.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (2,001 - 4,000 sy) 
$14.50 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (4,001 - 6,000 sy) 
$14.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 1½” (6,001 - 8,000 sy) 
$14.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (1-2,000 sy) 
$23.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (2,001 - 4,000 sy) 
$18.25 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (4,001 - 6,000 sy) 
$18.00 
1 
Square Yard 
 
Asphalt Rubber Overlay 2” (6,001 - 8,000 sy) 
$17.75 
1 
Square Yard 
330 
ASPHALT CHIP SEAL (LV = Table 716-1; HV = Table 716-2) 
 
Asphalt Chip Seal RAB-Precoated LV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV(20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated LV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Precoated HV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB- Uncoated LV(20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated LV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (1 - 20,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Asphalt Chip Seal RAB-Uncoated HV (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard

SERIAL 220265-S 
 
 
WEEMS ASPHALT LLC 
 
331 
MICROSURFACING 
 
Microsurfacing Type II Aggregate (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type II Aggregate (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Microsurfacing Type III Aggregate (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
332 
SLURRY SEAL 
 
PMCQS1-h 
NO BID 
1 
Tons 
 
LMCQS-1h 
NO BID 
1 
Tons 
 
Slurry Seal Type I (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type I (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type II (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type III (1-20,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type III (20,001 - 40,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type III (40,001 - 80,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type III (80,001 - 140,000 sy) 
NO BID 
1 
Square Yard 
 
Slurry Seal Type III (140,001 - 200,000 sy) 
NO BID 
1 
Square Yard 
334 
PRESERVATIVE SEAL 
 
OPTIVPAVE Surface Seal (1-20,000 sy) 
$1,495.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (20,001 - 40,000 sy) 
$1,050.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (40,001 - 80,000 sy) 
$1,040,00 
1 
Ton 
 
OPTIVPAVE Surface Seal (80,001 - 140,000 sy) 
$1,030.00 
1 
Ton 
 
OPTIVPAVE Surface Seal (140,001 - 200,000 sy) 
$1,020.00 
1 
Ton 
 
TR-Fog Seal (1-20,000 sy) 
$1,595.00 
1 
Ton 
 
TR-Fog Seal (20,001 - 40,000 sy) 
$1,125.00 
1 
Ton 
 
TR-Fog Seal (40,001 - 80,000 sy) 
$1,115.00 
1 
Ton 
 
TR-Fog Seal (80,001 - 140,000 sy) 
$1,105.00 
1 
Ton 
 
TR-Fog Seal (140,001 - 200,000 sy) 
$1,095.00 
1 
Ton 
336 
PAVEMENT MATCHING AND SURFACING REPLACEMENT 
 
Asphalt Pavement Replacement 
--- 
1 
Square Yard (TBE) 
 
Asphalt Pavement Repair 
--- 
1 
Square Yard (TBE) 
337 
CRACK SEAL 
 
Category 1 Crack Seal (1-20,000 sy) 
$1.05 
1 
Square Yard 
 
Category 1 Crack Seal (20,001 - 40,000 sy) 
$1.00 
1 
Square Yard 
 
Category 1 Crack Seal (40,001 - 80,000 sy) 
$0.98 
1 
Square Yard 
 
Category 1 Crack Seal (80,001 - 140,000 sy) 
$0.96 
1 
Square Yard 
 
Category 1 Crack Seal (140,001 - 200,000 sy) 
$0.94 
1 
Square Yard 
 
Category 2 Crack Filling 
$4.00 
1 
Pounds 
 
Category 3 Crack Filling 
$7.50 
1 
Linear Foot 
338 
Price Adjustment for Bituminous Materials 
--- 
1 
Allowance 
345 
ADJUSTING FRAMES, COVERS, AND VALVE BOXES 
 
Adjust Manhole Frame and Cover MAG Det. 422 
$775.00 
1 
Each 
 
Adjust Frame and Cover to Grade, MAG Det. 270 
$765.00 
1 
Each

SERIAL 220265-S 
 
 
WEEMS ASPHALT LLC 
 
401 
TRAFFIC CONTROL 
 
 
 
 
Traffic Control 
--- 
1 
Lump Sum (TBE) 
 
Uniformed Off-Duty Law Enforcement Officer 
--- 
1 
Allowance  
 
Changeable Message Boards for Public Notification 
$100.00 
1 
Each/Day 
 
Document Existing Pavement Markings 
--- 
1 
Lump Sum (TBE) 
460 
REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 
 
Remove Painted Stripe 
$1.15 
1 
LF 
 
Remove Thermoplastic Stripe 
$1.25 
1 
LF 
 
Remove Type 1 Preformed Plastic Marking Tape 
$1.25 
1 
LF 
 
Remove Painted Symbol / Legend 
$75.00 
1 
Each 
 
Remove Thermoplastic Symbol / Legend 
$95.00 
1 
Each 
 
Remove Raised Pavement Marker 
$2.50 
1 
Each 
461 
PAINTED PAVEMENT MARKINGS 
 
4” White Traffic Paint Stripe 
$0.22 
1 
LF 
 
4” Yellow Traffic Paint Stripe 
$0.22 
1 
LF 
 
Paint Legend 
--- 
1 
Each (TBE) 
 
Paint Symbol 
--- 
1 
Each (TBE) 
462 
THERMOPLASTIC AND PREFORMED PAVEMENT MARKINGS 
 
4” White Thermoplastic Traffic Stripe 
$0.80 
1 
LF 
 
4” Yellow Thermoplastic Traffic Stripe 
$0.80 
1 
LF 
 
Thermoplastic Legend 
--- 
1 
Each (TBE) 
 
Thermoplastic Symbol 
--- 
1 
Each (TBE) 
463 
RAISED PAVEMENT MARKERS 
 
Reflectorized Raised Pavement Marker (Type G, Clear, 
1-Way) 
$5.00 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type D, Yellow, 
2-Way) 
$5.00 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type H, Yellow, 
1-Way) 
$5.00 
1 
Each 
 
Reflectorized Raised Pavement Marker (Type BB, Blue, 
2-Way) 
$12.00 
1 
Each 
473 
DETECTORS 
 
6’ x 6 Detector Loop 
$1,600.00 
1 
Each 
 
6’ x 20’ Quadrupole Loop 
$1,800.00 
1 
Each 
 
6’ x 30’ Quadrupole Loop 
$1,900.00 
1 
Each 
 
6’ x 40’ Quadrupole Loop 
$2,000.00 
1 
Each 
 
6’ x 50’ Quadrupole Loop 
$2,200.00 
1 
Each 
 
 
 
 
 
 
 
PRICING SHEET: NIGP CODE 91394 
 
Terms: 
  
 
 
NET 30 DAYS 
 
Vendor Number: 
 
 
VS0000005831 
 
Certificates of Insurance 
 
Required 
 
Contract Period: 
 
 
To cover the period ending November 30, 2023.

SERIAL 220265-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, micro-surfacing, pavement 
overlay, hot in-place recycling, pavement markings, and other maintenance related items as 
needed. Task orders by line item with fee schedule will be issued and awarded to lowest bidder. 
 
This contract is to be used for public roadways, parking lots, intersections, turn lanes, and other 
work deemed necessary by Maricopa County (County). 
 
All work and terms shall be governed by the Maricopa Association of Governments’ (MAG) 
Uniform Standard Specifications for Public Works Construction as modified by the Maricopa 
County Department of Transportation’s (MCDOT) 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 
MAG 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 MAG Specification Section 104 (Scope of Work). 
 
1.1 
Other County departments may use this contract. MCDOT is not responsible for contract 
administration of this contract when services are requested by other County agencies. 
 
1.2 
Other governmental entities under agreement with County may have access to services 
provided hereunder (see also Sections 3.12 and 3.13 below). 
 
1.3 
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. 
 
1.4 
The 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. 
 
2.0 
SPECIFICATIONS 
 
2.1 
CONTRACTOR PERFORMANCE REQUIREMENTS 
 
2.1.1 
Contractor shall 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 MAG Specification Section 108.1.1 (MCDOT 
Supplement to MAG-Commencement, Prosecution and Progress). 
 
2.1.2 
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 performance and bid prices.

SERIAL 220265-S 
 
 
2.2 
AVAILABILITY OF SITE PLANS 
 
2.2.1 
When deemed necessary, and if possible, MCDOT or the requesting agency will 
furnish the contractor plans of the site. 
 
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: 
 
2.3.1.1 
Asphalt Concrete Overlay 
 
Project bid if over 8,000 square 
yard (sy) 
 
2.3.1.2 
Asphalt-Rubber Asphalt Concrete 
Project bid if over 8,000 sy  
 
2.3.1.3 
Hot In-Place Recycling 
 
Project bid – no size limitation 
 
2.3.1.4 
Asphalt Chip Seal 
 
 
Project bid if over 200,000 sy 
 
2.3.1.5 
Micro surfacing 
 
 
Project bid if over 200,000 sy 
 
2.3.1.6 
Slurry Seal 
 
 
 
Project bid if over 200,000 sy 
 
2.3.1.7 
Preservative Seal 
 
 
Project bid if over 200,000 sy 
 
2.3.1.8 
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 MAG Specification Section 109.5 (Actual Cost Work). 
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 
 
2.4.2.1 
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 
 
2.4.3.1 
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

SERIAL 220265-S 
 
 
provided bid schedule. Contractors are not to submit their own project 
bid schedules. Only agency letterhead bid schedules are acceptable. 
 
2.4.3.2 
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 identified within the non-project work 
pricing schedule or identified as TBE within the non-project work pricing 
schedule. 
2.4.3.3 
The contractor with the lowest bid will be issued a purchase order. 
2.4.4 
Payment for Non-Project Work 
 
2.4.4.1 
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 MAG Specification Section 109.2 (Scope of Payment). 
 
2.6 
COMMENCING OF WORK 
 
2.6.1 
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 
 
2.7.1 
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. All pass-through costs must be itemized on invoice and 
that a copy of original permit invoice must also be included before the county will 
pay invoice for these pass-through costs. 
 
2.8 
LICENSING 
 
2.8.1 
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.

SERIAL 220265-S 
 
 
2.9 
ENGLISH SPEAKING REQUIREMENT 
 
2.9.1 
There shall be at least one person or more, as directed by MCDOT, or the County 
using agency, 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: 
 
2.9.1.1 
Warnings of emergencies and hazards. 
2.9.1.2 
Communication with County personnel and tenants. 
2.10 
CHANGE ORDERS 
 
2.10.1 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 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 per MAG 
104.2 (Alteration of Work).  
 
2.10.2 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 Maricopa 
County Department of Transportation Director). 
 
2.11 
ASPHALT MILLING 
 
2.11.1  Asphalt milling shall be in accordance with MAG 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 MAG Specification Section 321. 
 
2.12.2 MATERIALS 
 
2.12.2.1 The materials shall conform to MAG Specification Section 710 (Asphalt 
Concrete). 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 MAG Specification Section 321.10 (Acceptance):  
 
2.12.3.1 321.10.7 Pavement Smoothness (Rideability): 
 
2.12.3.1.1 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 one inch

SERIAL 220265-S 
 
 
or greater or when the pavement has a new overlay of at 
least one and one-half inches, the final pavement surface 
shall be evaluated for smoothness by the engineer. 
 
2.12.3.1.2 Prior to the placement of the final 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 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 IRI 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 final 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). 
 
2.12.3.2 321.10.7.1 Evaluation Method: MCDOT Guideline Special Provisions 
(For use with the 2022 MCDOT Supplement to MAG) 
 
2.12.3.2.1 The MCDOT RMS shall evaluate the final pavement surface 
for smoothness, using the MCDOT IRI 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 10 inches would be normalized to an IRI 
value of 100 inches/mile.] 
 
2.12.3.2.2 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. 
 
2.12.3.2.3 The following shall be subject to smoothness testing: 
 
2.12.3.2.3.1 Roadway lanes that are 0.5 miles or greater 
in length.

SERIAL 220265-S 
 
 
2.12.3.2.3.2 Smoothness data will not be computed for 
the following project sections; 
 
2.12.3.2.3.2.1 
Lanes less than 0.5 miles in 
length. 
 
2.12.3.2.3.2.2 
Shoulders. 
 
2.12.3.2.3.2.3 
Pavement 
on 
horizontal 
curves that require the test 
vehicle to travel at speeds 
less than 20 mph. 
 
2.12.3.2.3.2.4 
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.  
 
2.12.3.2.3.3 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. 
 
2.12.3.2.3.4 Smoothness measurement testing will start 
and stop at the transverse joints of the project 
limits.  
 
2.12.3.2.4 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. 
 
2.12.3.2.5 The contractor shall notify the engineer within 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 20 working days after 
notification by the contractor. All asphalt concrete 
pavements shall conform to MAG Specification Section 321 
(Placement And Construction Of Asphalt Concrete 
Pavement) or 325 (Placement And Construction Of Asphalt-
Rubber Asphalt Concrete) prior to smoothness testing. 
 
2.12.3.2.6 When the smoothness measurements indicate corrective 
work is required, the engineer shall notify the contractor in 
writing within 10 working days after the completion of the 
smoothness testing. The contractor shall have 20 working

SERIAL 220265-S 
 
 
days following such notification to make repairs to the 
pavement. 
 
2.12.3.2.7 The contractor shall notify the engineer within 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 20 working days after 
notification by the contractor.  
 
2.12.3.2.8 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. 
 
2.12.3.3 321.10.7.2 Payment Adjustment for Rideability: 
 
2.12.3.3.1 Only asphalt concrete conforming to specification Section 
321 (Placement And Construction Of Asphalt Concrete 
Pavement) or 325 (Placement And Construction Of Asphalt-
Rubber Asphalt Concrete) 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 Area shall be considered defective if it does 
not conform to requirements for air voids, binder content, 
gradation, density, and/or pavement thickness. 
 
2.12.3.3.2 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 one 
and one-half inch or greater. The adjustment will be applied 
to each 0.10-mile 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. 
 
2.12.3.3.3 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.

SERIAL 220265-S 
 
 
 
Table 1 – NEW CONSTRUCTION RIDEABILITY ADJUSTMENT SCHEDULE 
 
IRI (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. 
 
FIGURE1

SERIAL 220265-S 
 
 
2.12.3.3.4 Add the following to MAG Specification Section 321.13 
Payment. 
 
2.12.3.3.4.1 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 MAG Specification Section 325. 
 
2.13.2 MATERIALS: The materials shall conform to MAG Specification Section 717 
(Asphalt-Rubber Asphalt Concrete). The specific required mix type shall be called 
out in the purchase order documents or as directed by the engineer. 
 
2.13.3 Adjustments to MAG Specifications as Modified by the MCDOT Supplement: 
 
2.13.3.1 Add the following to MAG Specification Section 325.9 Acceptance:  
 
2.13.3.1.1 325.9.7 Rideability Testing: Rideability shall be tested in 
accordance with provisions of MAG Specification Section 
321.10.7 Pavement Smoothness. MCDOT GUIDELINE 
SPECIAL PROVISIONS (For use with the 2022 MCDOT 
Supplement to MAG 
 
2.13.3.2 Add the following to specification Section 325.12 Payment 
 
2.13.3.2.1 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 
 
2.14.1 Hot in-place recycling shall be in accordance with MAG Specification Section 327. 
 
2.15 
TACK COAT 
 
2.15.1  Tack coat shall be in accordance with MAG Specification Section 329. 
 
2.16 
ASPHALT CHIP SEAL 
 
2.16.1 Asphalt chip seal shall comply with MAG Specification Section 330. 
 
2.16.2 Adjustments to Mag Specifications as modified by MCDOT Supplement Section 
330.4.7 Distributing Equipment. 
 
2.16.2.1 Add the following to MAG Specification Section 330.2 Materials 
 
2.16.2.1.1 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

SERIAL 220265-S 
 
 
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. 
 
2.16.2.1.2 330.2.1 Rubber Asphalt Binder (RAB): The asphalt binder 
shall consist of asphalt cement, Granulated Reclaimed Tire 
Rubber (crumb rubber modifier (CRM)), and Styrene-
Butadiene Polymers (SBS). This material is designated as 
RAB. The RAB may be manufactured by terminal blending 
or field blending. 
 
2.16.2.1.2.1 The ground tire rubber 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 buffing produced 
by the re-treading process qualifies as a 
source of crumb rubber. 
 
2.16.2.1.2.2 The contractor shall determine RAB/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. 
 
2.16.2.1.3 330.2.3.1 Rubber Asphalt Binder (RAB) - Terminal Blend: 
The 
terminal 
blended 
binder 
shall 
be 
smooth, 
homogeneous and comply with the following requirements: 
 
 
 
RUBBER ASPHALT BINDER (RAB) - TERMINAL BLEND 
Property 
Test Method 
Requirement 
Ground Tire Rubber Content, 
percent of weight of total RAB 
Certificate of Compliance 
5 Min. 
SBS Polymer, 
percent of weight of total RAB 
Certificate of Compliance 
2 Min. – 3 
Max. 
Penetration @ 77°F, 100g/5 sec., 
DMM 
ASTM D-5 
55 Min. – 75 
Max. 
Kinematic Viscosity @ 275°F, -cSt 
ASTM D-2170 
2000 Max. 
Softening Point, °F 
ASTM D-36 
140 Min. 
Solubility, percent 
ASTM D-2042 
97.5 Min. 
Elastic Recovery @ 77°F, 5cm/min., 
% Recovery After 1 Hour 
ASTM D-6084 Modified 
(Modify 10cm to 20cm) 
55 Min. 
Separation of Polymer, 325°F, 
percent 
TEX-540-C (see Note 
below) 
Report 
Retained Penetration Ratio 
RTFO Pen. @ 77°F, 100g/5 sec. 
Original Pen. @ 77°F 
ASTM D-5 
0.6 Min - 1.0 
Max

SERIAL 220265-S 
 
 
Note: A 350-gram sample of the RAB is poured into a friction-top pint can 
(approximately three and one half-inch diameter by four-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 four percent or more, based on the average of the top 
and bottom softening points, constitutes separation (TEX-540-C). 
 
2.16.2.1.3.1 Application  and storage temperatures shall 
comply with the following requirements: 
 
Type-Grade 
Recommended 
Range, °F 
Max. Allowable, 
°F 
Max. Heating and 
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. 
 
2.16.2.1.4 330.2.3.2 Rubber Asphalt Binder (RAB) – Field 
Blend: 
The field blended binder shall be smooth, homogeneous 
and comply with the following requirements: 
 
2.16.2.1.4.1 Base Asphalt: The recommended type and 
grade 
of 
asphalt 
cement 
utilized 
to 
manufacture the RAB shall be performance 
grade (PG) 64-16. The actual grade used 
may be changed, as long as the end product 
complies with these specifications. 
 
2.16.2.1.4.2 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 
final RAB product. The gradation for CRM 
modifier when tested in accordance with 
American Society for Testing and Materials 
(ASTM) C-136 (dry sieve only) and using a 
50-gram sample, shall comply with the 
following requirements.

SERIAL 220265-S 
 
 
GRANULATED RECLAIMED TIRE RUBBER (CRM) 
Sieve Size 
CRM, % Passing 
No. 8 
----- 
No. 10 
----- 
No. 16 
100 
No. 30  
98-100 
No. 50 
Open 
No. 200 
Open 
 
2.16.2.1.4.3 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 four 
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. 
 
2.16.2.1.4.4 RAB: The final 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 (RAB) – FIELD BLEND 
Property 
Test Method 
Requirement 
Ground Tire Rubber Content, 
percent of weight of total RAB 
Certificate of Compliance 
5 Min - 10 
Max percent 
of Weight 
SBS Polymer, percent of 
weight of total RAB 
Certificate of Compliance 
1 Min – 4 Max 
Percent of 
Weight 
Penetration @ 77°F, 100g/5 
sec., DMM 
ASTM D-5 
30 Mil – 65 
Mil 
Rotational Viscosity @ 400°F, 
Spindle 1 @ 12 rpm, cps 
ASTM D-2669 
300 Min – 900 
Max 
Softening Point, °F 
ASTM D-36 
140 Min. 
Elastic Recovery @ 77°F, 
5cm/min., percent Recovery 
After Two Hours 
ASTM D-6084 Modified 
(Modify 10cm to 20cm) 
50 Min. 
Separation of Polymer, 325°F, 
percent 
TEX 540-C 
(see Note, top of page 5 
of 16) 
Report 
Solubility, percent 
ASTM D-2042 
92.5 Min. 
Dynamic Shear, G*/sinδ 
@76°C kPa  
AASHTO T315 
1.00 Min. 
Resilience percent 
ASTM D-5329 
20 Min.

SERIAL 220265-S 
 
 
 
2.16.2.1.4.5 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 handheld RYAN VISCOMETER, 
Model VT-02 with rotor 1, or equivalent. 
 
2.16.2.1.4.6 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: 
 
2.16.2.1.4.6.1 
(A) Asphalt Cement 
 
2.16.2.1.4.6.1.1 
(1) 
Source 
of 
Asphalt 
Cement 
 
2.16.2.1.4.6.1.2 
(2) 
Grade of 
Asphalt 
Cement 
 
2.16.2.1.4.6.1.3 
(3) 
Percenta
ge 
of 
Asphalt 
Cement 
by 
total 
weight of 
RAB 
mixture 
 
2.16.2.1.4.6.2 
(B) Granulated 
Reclaimed 
Tire Rubber (CRM) 
 
2.16.2.1.4.6.2.1 
(1) 
Source 
of CRM 
 
2.16.2.1.4.6.2.2 
(2) 
Grade of 
CRM 
 
2.16.2.1.4.6.2.3 
(3) 
Percenta
ge 
of 
CRM by 
total 
weight of 
the RAB 
mixture

SERIAL 220265-S 
 
 
2.16.2.1.4.6.3 
(C) SBS Polymer 
 
2.16.2.1.4.6.3.1 
(1) 
Source 
of 
SBS 
Polymer 
 
2.16.2.1.4.6.3.2 
(2) 
Grade of 
SBS 
Polymer 
 
2.16.2.1.4.6.3.3 
(3) 
Percenta
ge 
of 
SBS 
Polymer 
by 
total 
weight of 
the RAB 
mixture 
 
2.16.2.1.4.6.4 
(D) Test results of properties 
listed 
in 
the 
table 
of 
Required Properties For 
Rubber 
Asphalt 
Binder 
(RAB) – Field Blend. 
 
2.16.2.1.5 If CRM from more than one source is to be utilized, then the 
above information will be required for each type of CRM 
used. 
 
2.16.2.1.5.1 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.  
 
2.16.2.1.5.2 The temperature of the asphalt cement shall 
be between 375° F and 450° F at the addition 
of the CRM to produce CRM 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. 
 
2.16.2.1.5.3 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.

SERIAL 220265-S 
 
 
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. 
 
2.16.2.1.5.4 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. 
 
2.16.2.1.5.5 RAB Equipment: All equipment utilized in the 
production and application of RAB materials 
shall be as follows: 
 
2.16.2.1.5.5.1 
(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. 
 
2.16.2.1.5.5.1.1 
The 
mechani
cal 
blender 
shall 
have 
a 
two-
stage 
continuo
us mixing 
process 
capable 
of 
producin
g 
a 
homogen
ous 
blend of 
asphalt 
cement, 
CRM, 
and SBS 
Polymer 
at 
the 
mix 
design 
specified

SERIAL 220265-S 
 
 
ratios, as 
directed 
by 
the 
engineer. 
This unit 
shall be 
equipped 
with 
a 
two-
compart
ment 
granulate
d 
materials 
feed 
system 
capable 
of 
supplyin
g 
the 
asphalt 
cement 
feed 
system, 
as not to 
interrupt 
the 
continuit
y of the 
blending 
process. 
 
2.16.2.1.5.5.1.2 
The 
maximu
m 
capacity 
of 
the 
primary 
blending 
vessel 
shall be 
500 
gallons. 
Both the 
primary 
and 
secondar
y 
blenders 
shall be 
equipped 
with 
an 
agitation 
device 
orientate
d 
horizonta
lly in the 
blending

SERIAL 220265-S 
 
 
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 
have an 
asphalt 
cement/t
otalizing 
meter in 
gallons 
and 
a 
flow rate 
meter in 
gallons 
per 
minute. 
 
2.16.2.1.5.5.1.3 
An 
approved 
“Siefer 
style” 
mill, 
or 
equivale
nt 
shall 
be 
capable 
of 
producin
g 
a 
homogen
ous 
blend of 
SBS 
Polymer 
concentr

SERIAL 220265-S 
 
 
ate at the 
binder 
design 
specified 
ratio. The 
interactio
n storage 
tank shall 
be 
mechani
cally 
agitated. 
 
2.16.2.1.5.5.2 
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. 
 
2.16.2.1.6 330.2.4 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. 
 
2.16.2.1.6.1 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

SERIAL 220265-S 
 
 
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 American Association of State Highway 
and Transportation Officials (AASHTO). 
 
2.16.2.1.6.2 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. 
 
2.16.2.1.6.3 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. 
 
2.16.2.1.7 Add the following to MAG Specification Section 330.3 Time 
of Applications and Weather Conditions: 
 
2.16.2.1.7.1 Chip seal shall not be placed when the 
asphalt binder spray is deflected from vertical 
by wind.  
 
2.16.2.1.8 Add the following to MAG Specification Section 330.4.1 
Preparation of surfaces: 
 
2.16.2.1.8.1 Prior to the placement of the chip seal, the 
contractor shall remove pavement markings 
(striping, legends, symbols, and raised 
pavement markers) in compliance with MAG 
Specification 
Section 
460 
MCDOT 
Supplement to MAG Section 460 (Removal 
of Pavement Markings and Raised Pavement 
Markers).  
  
2.16.2.1.8.2 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

SERIAL 220265-S 
 
 
minimum three working days prior to 
covering the striping with chip seal. 
 
2.16.2.1.8.3 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 
 
2.16.2.1.9 Add the following to MAG Specification Section 330.4.2 
Application of Bituminous Material:  
 
2.16.2.1.9.1 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. 
 
2.16.2.1.9.2 The engineer will determine the precise 
application rate of the asphalt binder. For 
bidding purposes, the application rate shall 
be 0.50 gal/sy 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. 
 
2.16.2.1.9.3 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. 
 
2.16.2.1.10 Add the following to MAG Specification Section 330.4.4 
Rolling: 
 
2.16.2.1.10.1 In 
residential 
areas, 
rollers 
shall 
be 
completely skirted. 
 
2.16.2.1.10.2 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

SERIAL 220265-S 
 
 
shall be moved ahead or off to the side so 
that all stone chips can be immediately rolled. 
 
2.16.2.1.11 Add the following to MAG Specification Section 330.4.5 
Joints:  
 
2.16.2.1.11.1 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. 
 
2.16.2.1.12 Add the following to MAG Specification Section 330.4.6 
Surplus Aggregate Removal:  
 
2.16.2.1.12.1 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. 
 
2.16.2.1.12.2 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. 
 
2.16.2.1.13 Add the following to MAG Specification Section 330.4.7 
Distributing Equipment:  
 
2.16.2.1.13.1 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, 2021 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. 
 
2.16.2.1.14 Add the following to MAG Specification Section 330.4 
Construction Methods: 
 
2.16.2.1.14.1 330.4.8 Sand Blotter: Sand blotter shall be in 
accordance with Section 333.3.2. 
 
2.16.2.1.14.1.1 The contractor shall apply 
sand blotter, as many times 
as 
necessary, 
prior 
to

SERIAL 220265-S 
 
 
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. 
 
2.16.2.1.14.1.2 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. 
 
2.16.2.1.14.2 330.4.9 
Performance: 
The 
completed 
surface 
treatment 
shall 
leave 
a 
homogeneous mat, adhere firmly to the 
prepared surface, and have a skid resistant 
surface texture. 
 
2.16.2.1.14.3 330.4.10 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. 
 
2.16.2.1.14.3.1 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 
 
2.16.2.1.15 Replace MAG Specification Section 330.7 Payment with the 
following: 
 
2.16.2.1.15.1 Quantities of materials for this work will be 
paid for at the contract unit price. 
 
2.16.2.1.15.1.1 (A) Binder Material: Ton 
 
2.16.2.1.15.1.2 (B) Asphalt Cement, Liquid 
Asphalt, Emulsion, Diluted 
Emulsion: Ton

SERIAL 220265-S 
 
 
2.16.2.1.15.1.3 (C) Chips: Ton 
 
2.16.2.1.15.2 There will be no payment for materials not 
placed in accordance with this specification. 
 
2.16.2.1.15.3 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 
MICROSURFACING shall be in accordance with MAG Specification Section 331. 
 
2.18 
ASPHALT EMULSION SLURRY SEAL  
 
2.18.1 Placement and Construction of Asphalt Emulsion Slurry Seal shall comply with 
MAG 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 MAG Specification Section 715.When authorized by the engineer the following 
materials are to be applied in accordance with Section 332 PLACEMENT AND 
CONSTRUCTION OF ASPHALT EMULSION SLURRY SEAL TREATMENTS. 
 
2.18.2.1 PMCQS1-h 
 
2.18.2.2 LMCQS-1h 
 
2.18.3 Adjustments to MAG Specifications as Modified by the MCDOT Supplement: 
 
2.18.3.1 Add the following to MAG Specification Section 332.2 MATERIALS: The 
work covered by this specification consists of furnishing all labor, 
equipment, and materials necessary to perform all operations required 
for the application of an asphalt emulsion slurry surface. This 
specification covers the equipment and construction procedures 
resurfacing of existing paved surfaces. The slurry seal shall be a mixture 
of asphalt emulsion, mineral aggregates, mineral filler, water and other 
additives properly proportioned, mixed and spread on the pavement 
surface. 
 
2.18.3.1.1 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 cleanup is incidental to the project. 
 
2.18.3.2 Add the following to MAG Specification Section 332.6 PREPARATION 
OF THE SURFACE: 
 
2.18.3.2.1 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.

SERIAL 220265-S 
 
 
2.18.3.2.2 Grass or weeds growing in the joint between the street and 
the concrete gutter shall be removed. 
 
2.18.3.2.3 Prior to the placement of the slurry seal, the contractor shall 
remove pavement markings (striping, legends, symbols, 
and raised pavement markers) in compliance with MCDOT 
Supplement to MAG Uniform Standard and Details  for 
Public Works Construction – MCDOT Supplement to MAG 
Specification Section 460.  
 
2.18.3.2.4 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 working days 
prior to covering the striping with slurry. 
 
2.18.3.2.5 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. 
 
2.18.3.3 Add the following to specification Section 332.7.2 WEATHER: 
 
2.18.3.3.1 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. 
 
2.18.3.4 Add the following to specification Section 332.7. MIXING AND 
APPLICATION:  The mixing time shall not exceed four minutes. 
Excessive mixing will not be allowed. The resulting mixture shall have 
the desired consistency, when placed on the surface. If breaking, 
hardening, segregation, balling or lumping occurs during the mixing 
process, the batch will be discarded. A sufficient amount of slurry shall 
be carried in all parts of the spreader at all times so that a complete 
coverage is obtained. No streaks caused by oversized aggregate shall 
be left in the finished surface. Build-up on longitudinal and transverse 
joints will be kept to a minimum. Approved squeegees shall be used to 
spread slurry in areas non-accessible to the slurry mixer. 
 
2.18.3.4.1 JOINTS: Per MAG 332.7.7 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 shall be allowed 
for overlap of longitudinal lane line joints.

SERIAL 220265-S 
 
 
2.18.3.4.2 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. 
 
2.18.3.4.3 HANDWORK: Per MAG 332.7.8 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 finish is the same as the finish 
achieved by use of the spreader box. 
 
2.18.3.4.4 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 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. 
 
2.18.3.4.4.1 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.  
 
2.18.3.4.5 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. 
 
2.18.3.4.6 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. 
 
2.18.3.4.7 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.  
 
2.18.3.5 Add as specification Section 332.9 PAYMENT

SERIAL 220265-S 
 
 
2.18.3.6 The slurry seal shall be paid for by the weight of the aggregate and 
weight of emulsified asphalt, as shown on certified weight tickets from 
the supplies delivered to the project, less weigh backs and waste 
material. If crack seal is required, it will be specified and paid for as a 
separate item. The price shall be full compensation for furnishing, mixing 
and applying all materials; and for all labor, equipment, tools, design 
tests, all other surface preparation not excluded in Subsection 332.8 and 
incidentals necessary to complete the job as specified herein.  
 
2.18.3.6.1 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. 
 
2.18.3.6.2 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. 
 
2.18.3.6.3 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 MAG 
Specification Section 334. 
 
2.19.1 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. 
 
2.19.1.1 OPTIPAVETM Surface Seal by SealMaster® or equivalent. 
 
2.19.1.2 TR-Fog Seal by Wright Asphalt Products Co or equivalent. 
 
2.20 
ASPHALT PAVEMENT CRACK SEALING AND CRACK FILLING shall be in accordance 
with MAG Specification Section 337. 
 
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 or greater, shall be sealed for the length of the crack that 
equals or exceeds one-eighth inch in width. 
 
2.20.1 MATERIALS shall be in accordance with MAG Specification Section 337.2. 
 
2.20.1.1 Material for Category 1 Cracks MAG Specification Section 337.2: 
Cracks and joints which have a clear opening ranging from one-fourth 
inch to one and one-half inches 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.

SERIAL 220265-S 
 
 
TEST 
REQUIREMENT  
Cone Penetration (ASTM D5329) 
20-40  
Resilience (ASTM D5329) 
30 Percent 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 Percent Minimum 
Tensile Adhesion (ASTM D5329) 
400 Percent 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 one-inch mandrel within 10 seconds. 
 
2.20.1.2 Material for Category 2 Cracks MAG Specification Section 337.2.2: 
Cracks and joints which have a clear opening ranging from one and one-
half inches to three inches 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. 
 
2.20.1.3 Material for Category 3 Cracks MAG Specification Section 337.2.3: 
Cracks and joints which have a clear opening greater than three inches 
shall be classified as Category 3 cracks. Material for filling Category 3 
cracks shall be asphalt concrete three-eighth inch marshal mix 
compliant with specification Section 710 and have 100 percent of the 
aggregate passing the three-eighth inch sieve.  
 
2.20.1.4 Product Submittals MAG Specification Section 337.2.4: 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 MAG 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. 
 
2.20.1.5 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 shall be in accordance with 
MAG Specification Section 337.3: 
 
Immediately prior to application of sealant, all cracks and joints shall be cleaned of 
debris and dust. Cracks and joints shall be vacuumed during final cleaning.

SERIAL 220265-S 
 
 
2.20.2.1 Routing MAG Specification Section 337.3.1: 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 one-eighth inch 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 
fourth of an inch. Routed surfaces of cracks are subject to acceptance 
or rejection at the engineer‘s discretion.  
 
2.20.2.2 Vacuuming MAG Specification Section 337.3.2: Final cleaning shall 
thoroughly clean cracks and joints to a minimum depth of three forth inch 
for cracks that are three-fourth inch or narrower and to the full asphalt 
depth for cracks that are wider than three-fourth inch. Surfaces are to 
be inspected to assure adequate cleanliness and dryness. 
 
2.20.2.2.1 High pressure, 90 psi minimum, dry oil free compressed air 
shall be used for final 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 shall be in 
accordance with MAG Specification Section 337.4:  
 
2.20.3.1 Weather MAG Specification Section 337.4.1: 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. 
 
2.20.3.1.1 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 warmed 
using a heat lance that puts no direct flame on the 
pavement.  
 
2.20.3.2 Temperature MAG Specification Section 337.4.2: Sealant and Category 
2 filler material temperatures are to be maintained at the maximum 
heating temperature recommended by the manufacture.  
 
2.20.3.3 Sealant Equipment MAG Specification Section 337.4.3: 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 permit 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 gallons (11.4 L) 
per minute. Melter applicators shall be approved for use by the sealant 
manufacturer.

SERIAL 220265-S 
 
 
2.20.3.4 Placement of Sealant and Crack Filler Materials MAG Specification 
Section 337.4.4: 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.  
 
2.20.3.4.1 Sealant placement in cracks and joints shall slightly overfill 
the crack or joint then be leveled with a three-inch sealing 
disk or V-shaped squeegee to create a neat band extending 
approximately one inch 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 one-eighth 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 one-fourth inch in the crack 
with no over band. 
 
2.20.3.4.2 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.  
 
2.20.3.4.3 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 one and on half inch diameter head. 
 
2.20.3.4.4 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.  
 
2.20.3.5 Opening to Traffic MAG Specification Section 337.4.5: 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.  
 
2.20.3.5.1 All sealant filled cracks that have a clear opening of one and 
one-half inches or greater shall have blotter material applied 
prior to opening to traffic. 
 
2.20.3.5.2 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 shall be in accordance with MAG Specification Section 
337.5: 
 
2.20.4.1 The contractor, at no additional cost to the contracting agency, shall 
correct unacceptable work.

SERIAL 220265-S 
 
 
 
2.20.4.2 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. 
 
2.20.4.3 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 shall be in accordance with MAG Specification Section 337.6: 
  
2.20.5.1 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:  
 
2.20.5.1.1 The linear feet of crack routing performed. 
 
2.20.5.1.2 The amount of Category 1 crack sealant material applied in 
total pounds and the total square yards of pavement sealed. 
 
2.20.5.1.3 The amount in pounds of Category 2 crack filler material 
installed. 
 
2.20.5.1.4 The linear feet of Category 3 cracks filled. 
 
2.20.5.2 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.  
 
2.20.5.3 Measurement for payment of Category 1 Crack Sealing shall be by the 
square yard of pavement surface sealed. 
 
2.20.5.4 Category 2 Crack Filling shall be measured by the pounds of filler 
material placed.  
 
2.20.5.5 Category 3 Crack Filling shall be the measured linear feet of cracks 
filled. 
 
2.21 
MCDOT WEB-LINKS For Supplement to MAG Specifications and MAG 
Specifications: 
 
2.21.1.1 MCDOT-2022-Supplement-to-the-MAG-Specifications (maricopa.gov). 
 
2.21.1.2 Uniform Standard Specifications for Public Works Construction, 2022 
Revision to the 2020 Edition (azmag.gov). 
 
3.0 
PURCHASING REQUIREMENTS 
 
3.1 
DELIVERY 
 
3.1.1 
Delivery is desired as soon as possible, and details shall be stipulated on the 
purchase order. contractor shall notify the County representative listed on the order 
if the requested delivery date and/or the anticipated lead time cannot be met. 
Failure to communicate to County changes in the order status may result in default 
proceedings.

SERIAL 220265-S 
 
 
3.1.2 
Supplies or equipment shall be delivered between the hours of 7:00 a.m. and 3:30 
p.m. MST, Monday through Friday, except on County recognized holidays.  
 
3.1.3 
Delivery shall be F.O.B. Destination Freight Prepaid. 
 
3.2 
EXPEDITED DELIVERY 
 
3.2.1 
If the department determines that expedited delivery or other alternate shipping is 
required, it shall notify the contractor. Contractor shall determine any additional 
costs associated with such delivery terms and communicate that cost to the 
department. 
 
3.2.2 
The department shall not advise the contractor to proceed with an expedited 
shipment until acceptable terms are agreed upon and a purchase order is issued. 
Upon agreeing to the additional costs, the department shall advise the contractor 
to proceed. 
 
3.2.3 
Upon receipt of material(s) and invoicing, the department shall ensure that any 
additional charges are in compliance with and do not exceed agreed to costs. The 
department shall retain all documents related to these costs within the agency 
purchase file. 
 
3.3 
SAMPLES 
 
Contractor may be requested to furnish samples of material(s) bid to allow for examination 
by the County. Any materials so requested shall be furnished within 10 working days from 
the date of request and furnished at no cost to the County and sent to the address 
designated in the requesting correspondence. Samples become the property of the County 
upon receipt. 
 
3.4 
ACCEPTANCE 
 
Upon completion, services shall be deemed accepted and the warranty period shall begin. 
Successful service delivery shall be defined as a) material(s)/equipment is installed (as 
necessary) and fully operational; and b) the department has deemed all service/work 
completed, including but not limited to any inspection, repair, installation, design, 
development, deployment, operation, and initial training, (as applicable). Additionally, all 
documentation shall be completed prior to final acceptance. 
 
3.5 
WARRANTY 
 
3.5.1 
All services furnished under this contract shall conform to the requirements of this 
contract. 
 
3.5.2 
Service and/or Repair Warranty 
 
3.5.2.1 
The warranty shall cover all parts and labor for a period of one year from 
formal acceptance by the County. Any manufacturer warranty beyond 
one year shall be passed on to the County. 
3.5.2.2 
Contractor shall indicate on the price sheet the duration of the warranty 
and any applicable limitations or conditions which may apply. 
3.5.2.3 
Contractor agrees that it will, at its own expense, provide all labor and 
parts required to remove, repair or replace, and reinstall any such 
defective workmanship and/or materials which becomes or is found to 
be defective during the term of this warranty. Contractor shall guarantee 
the services to be supplied comply with all applicable regulations.

SERIAL 220265-S 
 
 
3.6 
USAGE REPORT 
 
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. 
 
3.7 
BACKGROUND CHECK 
 
Bidders/proposers need to be aware that they may be required to pass multiple background 
checks (e.g., Sheriff’s Office, County Attorney's Office, Courts, as well as 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, subcontractors, and employees. 
 
3.8 
INVOICES AND PAYMENTS 
 
3.8.1 
Contractor shall submit one legible copy of their detailed invoice before payment(s) 
will be made. Incomplete invoices will not be processed. At a minimum, the invoice 
must provide the following information: 
 
• 
Company name, address, and contact information 
• 
County bill-to name and contact information 
• 
Contract serial number  
• 
County purchase order number 
• 
Invoice number and date 
• 
Payment terms 
• 
Date of service or delivery 
• 
Quantity (e.g., number of days or weeks) 
• 
Contract item number(s) 
• 
Arrival time and completion time (if applicable) 
• 
Description of purchase (product or services)  
• 
Pricing per unit of purchase  
• 
Extended price (by line item) 
• 
Total amount due 
  
3.8.2 
Problems regarding billing or invoicing shall be directed to the department as listed 
on the purchase order. 
 
3.8.3 
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 accessible through the County Department of Finance 
Vendor 
Registration 
website 
at 
https://www.maricopa.gov/5169/Vendor-
Information. 
 
3.8.4 
Discounts offered in the contract shall be calculated based on the date a properly 
completed invoice is received by the County. 
 
3.8.5 
EFT payments to the routing and account numbers designated by the contractor 
shall include the details on the specific invoices that the payment covers. 
Contractor is required to discuss remittance delivery capabilities with their 
designated financial institution for access to those details. 
 
3.9 
APPLICABLE TAXES 
 
3.9.1 
It is the responsibility of the contractor to determine any and all applicable taxes 
and include those taxes in their proposal. The legal liability to remit the tax is on 
the entity conducting business in Arizona. Tax is not a determining factor in 
contract award.

SERIAL 220265-S 
 
 
3.9.2 
The County will look at the price or offer submitted and will not deduct, add, or alter 
pricing based on speculation or application of any taxes, nor will the County 
provide contractor any advice or guidance regarding taxes. If you have questions 
regarding your tax liability, seek advice from a tax professional prior to submitting 
your bid. You may also find information at https://www.azdor.gov/Business.aspx. 
Once your bid is submitted, the offer is valid for the time specified in this solicitation, 
regardless of mistake or omission of tax liability. If the County finds over payment 
of a project due to tax consideration that was not due, the contractor will be liable 
to the County for that amount, and by contracting with the County agrees to remit 
any overpayments back to the County for miscalculations on taxes included in a 
bid price. 
 
3.9.3 
Tax Indemnification: Contractor and all subcontractors shall pay all Federal, state, 
and local taxes applicable to their operation and any persons employed by the 
contractor. Contractor shall, and require all subcontractors to, hold the 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 Workers’ Compensation. Contractor 
may be required to establish, to the satisfaction of County, that any and all fees 
and taxes due to the City or the State of Arizona for any license or transaction 
privilege taxes, use taxes, or similar excise taxes are currently paid (except for 
matters under legal protest). 
 
3.10 
PERFORMANCE 
 
It shall be the contractor’s responsibility to meet the proposed performance requirements. 
The County reserves the right to obtain services on the open market in the event the 
contractor fails to perform, and any price differential will be charged against the contractor. 
 
3.11 
POST AWARD MEETING 
 
Contractor may be required to attend a post-award meeting with the department to discuss 
the terms and conditions of this contract. This meeting will be coordinated by MCDOT contract 
administrator of the contract. 
 
3.12 
STRATEGIC ALLIANCE for VOLUME EXPENDITURES (SAVE) 
 
The County is a member of the SAVE cooperative purchasing group. SAVE includes the 
State of Arizona, many Phoenix metropolitan area municipalities, and many K-12 unified 
school districts. Under the SAVE Cooperative Purchasing Agreement, and with the 
concurrence of the successful respondent under this solicitation, a member of SAVE may 
access a contract resulting from a solicitation issued by the County. If contractor does not 
want to grant such access to a member of SAVE, state so in the bid. In the absence of a 
statement to the contrary, the County will assume that contractor does wish to grant access 
to any contract that may result from this bid. The County assumes no responsibility for any 
purchases by using entities. 
 
3.13 
INTERGOVERNMENTAL COOPERATIVE PURCHASING AGREEMENTS (ICPAs) 
 
County currently holds ICPAs with numerous governmental entities. These agreements 
allow those entities, with the approval of the contractor, to purchase their requirements 
under the terms and conditions of the County contract. It is the responsibility of the non-
County government entity to perform its own due diligence on the acceptability of the 
contract under its applicable procurement rules, processes, and procedures. Certain 
governmental agencies may not require an ICPA and may utilize this contract if it meets 
their individual requirements. Other governmental agencies may enter into a separate 
Statement of Work with the contractor to meet their own requirements. The County is not 
a party to any uses of this contract by other governmental entities.

SERIAL 220265-S 
 
 
 
4.0 
CONTRACTUAL TERMS & CONDITIONS 
 
4.1 
CONTRACT TERM 
 
This Invitation for Bids is for awarding a firm, fixed price purchasing contract to cover a 
term of one year(s). 
 
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 five additional year(s), (or at the County’s sole 
discretion, extend the contract on a month-to-month basis for a maximum of six months 
after expiration). Contractor shall be notified in writing by the Office of Procurement 
Services of the County’s intention to renew the contract term at least 60 calendar days 
prior to the expiration of the original contract term. 
 
4.3 
CONTRACT COMPLETION 
 
In preparation for 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 the contractor 
that are 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 
 
4.4.1 
Any requests for reasonable price adjustments must be submitted 60 calendar 
days prior to the contract expiration. Requests for adjustment in cost of labor 
and/or materials must be supported by appropriate documentation. The 
reasonableness of the request will be determined by comparing the request with 
the Consumer Price Index or by performing a market survey. If County agrees to 
the adjusted price terms, County will issue written approval of the change and 
provide an updated version of the contract. The new change shall not be in effect 
until the date stipulated on the updated version of the contract. 
 
4.5 
INDEMNIFICATION 
 
4.5.1 
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, 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. 
 
4.5.2 
Contractor's duty to defend, indemnify, and hold harmless the County, its agents, 
representatives, 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 therefrom, 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, anyone directly or indirectly employed by them, or anyone for

SERIAL 220265-S 
 
 
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. 
 
4.5.3 
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 section. 
 
4.5.4 
The scope of this indemnification does not extend to the sole negligence of County. 
 
4.6 
INSURANCE 
 
4.6.1 
Contractor, at contractor’s own expense, shall purchase and maintain, at a 
minimum, the herein stipulated insurance from a company or companies duly 
licensed by the State of Arizona and possessing an AM Best, Inc. category 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 
In the event that the insurance required is written on a claims-made basis, 
contractor warrants that any retroactive date under the policy shall precede the 
effective date of this contract and either continuous coverage will be maintained, 
or an extended discovery period will be exercised for a period of two years 
beginning at the time work under this contract is completed. 
 
4.6.4 
Contractor’s insurance will be primary insurance as respects County, and any 
insurance or self-insurance maintained by County will not contribute to it. 
 
4.6.5 
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. 
 
4.6.6 
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. 
 
4.6.7 
The insurance policies required by this contract, except Workers’ Compensation 
and Errors and Omissions, shall name County, its agents, representatives, officers, 
directors, officials, and employees as additional insureds. 
 
4.6.8 
The policies required hereunder, except Workers’ Compensation and Errors and 
Omissions, shall contain a waiver of transfer of rights of recovery (subrogation) 
against County, its agents, representatives, officers, directors, officials, and 
employees for any claims arising out of contractor’s work or service. 
 
4.6.9 
If available, the insurance policies required by this contract may be combined with 
Commercial Umbrella Insurance policies to meet the minimum limit requirements. 
If a Commercial Umbrella insurance policy is utilized to meet insurance 
requirements, the Certificate of Insurance shall indicate which lines the 
Commercial Umbrella Insurance covers.

SERIAL 220265-S 
 
 
 
4.6.9.1 
Commercial General Liability 
 
Commercial General Liability (CGL) 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. 
 
4.6.9.2 
Automobile Liability 
 
Commercial/Business Automobile Liability insurance with a combined 
single limit for bodily injury and property damage of not less than 
$2,000,000 each occurrence with respect to any of the contractor’s 
owned, hired, and non-owned vehicles assigned to or used in 
performance of the contractor’s work or services or use or maintenance 
of the premises under this contract.  
 
4.6.9.3 
Workers’ Compensation 
 
4.6.9.3.1 
Workers’ Compensation insurance to cover obligations 
imposed by Federal and state statutes having jurisdiction of 
contractor’s employees engaged in the performance of the 
work or services under this contract; and Employer’s 
Liability insurance of not less than $1,000,000 for each 
accident, $1,000,000 disease for each employee, and 
$1,000,000 disease policy limit.  
 
4.6.9.3.2 
Contractor, its subcontractors, and sub-subcontractors 
waive all rights against this 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 
subcontractors, and its sub-subcontractors pursuant to this 
contract. 
 
4.6.9.4 
Errors and Omissions/Professional Liability Insurance 
 
Errors and Omissions (Professional Liability) 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. 
 
 
4.6.9.5 
Certificates of Insurance 
 
4.6.9.5.1 
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.

SERIAL 220265-S 
 
 
 
4.6.9.5.2 
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. 
 
4.6.9.5.3 
If a policy does expire during the life of the contract, a 
renewal certificate must be sent to County 15 calendar days 
prior to the expiration date. 
 
4.6.9.6 
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 30 calendar days prior written notice to 
Maricopa County. Contractor must provide notice to Maricopa County, 
within two 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, 
or hand delivered to 160 South 4th Avenue, Phoenix, AZ 85003, or 
emailed to the procurement officer noted in the solicitation. 
 
4.7 
BOND REQUIREMENT 
 
4.7.1 
Upon notification of award of a purchase order, the contractor shall furnish the 
County the following bonds, which shall become binding upon the award of the 
contract to the contractor. 
 
4.7.1.1 
A performance bond equal to the full contract amount conditioned upon 
the faithful performance of the contract in accordance with plans, 
specifications, and conditions thereof. Such bond shall be solely for the 
protection of the contracting agency awarding the contract. 
 
4.7.1.2 
A payment bond equal to the full contract amount solely for the 
protection of claimants supplying labor and materials to the contractor 
or his subcontractors in the prosecution of the work provided for in such 
contract. 
 
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 
A notice to proceed letter will be issued after receipt of Performance and Payment 
Bonds. 
 
4.7.4 
Each 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 Department 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 the 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 AM Best Company.

SERIAL 220265-S 
 
 
 
4.8 
FORCE MAJEURE 
 
4.8.1 
Neither party shall be liable for failure of performance, nor incur any liability to the 
other party on account of any loss or damage resulting from any delay or failure to 
perform all or any part of this contract, if such delay or failure is caused by events, 
occurrences, or causes beyond the reasonable control and without negligence of 
the parties. Such events, occurrences, or causes include, but are not limited to, 
acts of God/nature (including fire, flood, earthquake, storm, hurricane, or other 
natural disaster), war, invasion, act of foreign enemies, hostilities (whether war is 
declared or not), civil war, riots, rebellion, revolution, insurrection, military or 
usurped power or confiscation, terrorist activities, nationalization, government 
sanction, lockout, blockage, embargo, labor dispute, strike, and interruption or 
failure of electricity or telecommunication service, and pandemic. 
 
4.8.2 
Each as applicable, shall give the other party notice of its inability to perform and 
particulars in reasonable detail of the cause of the inability. Each party must use 
best efforts to remedy the situation and remove, as soon as practicable, the cause 
of its inability to perform or comply. 
 
4.8.3 
The party asserting Force Majeure as a cause for non-performance shall have the 
burden of proving that reasonable steps were taken to minimize delay or damages 
caused by foreseeable events, that all non-excused obligations were substantially 
fulfilled, and that the other party was timely notified of the likelihood or actual 
occurrence which would justify such an assertion, so that other prudent 
precautions could be contemplated. 
 
4.9 
ORDERING AUTHORITY 
 
Any request for purchase shall be accompanied by a valid purchase order issued by a 
County department or directed by a Certified Agency Procurement Aid (CAPA) with a 
purchase card for payment. 
 
4.10 
AVAILABILITY OF FUNDS 
 
4.10.1 The provisions of this contract relating to payment shall become effective when 
funds assigned for the purpose of compensating the contractor as herein provided 
are actually available to County for disbursement. The County will be the sole 
judge and authority in determining the availability of funds under this contract. 
County will keep the contractor fully informed as to the availability of funds. 
 
4.10.2 If any action is taken by any state agency, Federal department, or any other agency 
or instrumentality to suspend, decrease, or terminate its fiscal obligations under, 
or in connection with, this contract, County may amend, suspend, decrease, or 
terminate its obligations under, or in connection with, this contract. In the event of 
termination, County will be liable for payment only for services rendered prior to 
the effective date of the termination, provided that such services are performed in 
accordance with the provisions of this contract. County will give written notice of 
the effective date of any suspension, amendment, or termination under this 
section, at least 10 days in advance. 
 
4.11 
PROCUREMENT CARD ORDERING CAPABILITY 
 
County may opt to use a procurement card ( VISA or Mastercard) to make payment for 
orders under this contract.

SERIAL 220265-S 
 
 
4.12 
NO MINIMUM OR MAXIMUM PURCHASE OBLIGATION 
 
This contract does not guarantee any minimum or maximum purchases will be made. 
Orders will only be placed under this contract when the County identifies a need and proper 
authorization and documentation have been approved. 
 
4.13 
PURCHASE ORDERS 
 
4.13.1 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, or for shipment of product prior to issuance of purchase order. 
 
4.13.2 Contractor agrees to accept verbal notification of cancellation of purchase orders 
from the County with written notification to follow. Contractor specifically 
acknowledges to be bound by this cancellation policy. 
 
4.14 
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 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 
final payment under the contract. 
 
4.15 
STOP WORK ORDER  
 
4.15.1 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 calendar 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 calendar days after a 
stop work order is delivered to the contractor, or within any extension of that period 
to which the parties shall have agreed, the procurement officer shall either:  
 
4.15.2 cancel the stop work order; or  
 
4.15.3 terminate the work covered by the order as provided in the Termination for Default 
or the Termination for Convenience clause of this contract. 
 
4.15.4 The procurement officer may make an equitable adjustment in the delivery 
schedule and/or contract price, 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.  
 
4.16 
TERMINATION FOR CONVENIENCE 
 
Maricopa County may terminate the resultant contract for convenience by providing 60 
calendar days advance notice to the contractor.

SERIAL 220265-S 
 
 
4.17 
TERMINATION FOR DEFAULT 
 
4.17.1 The County may, by written Notice of Default to the contractor, terminate this 
contract in whole or in part if the contractor fails to: 
 
4.17.1.1 deliver the supplies or to perform the services within the time specified 
in this contract or any extension;  
 
4.17.1.2 make progress, so as to endanger performance of this contract; or  
 
4.17.1.3 perform any of the other provisions of this contract.  
 
4.17.2 The County’s right to terminate this contract under these subparagraphs 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 a Notice to Cure from 
the procurement officer specifying the failure. 
 
4.18 
STATUTORY RIGHT OF CANCELLATION FOR CONFLICT OF INTEREST 
 
Notice is given that, pursuant to Arizona Revised Statute (A.R.S.) § 38-511, the County 
may cancel any contract without penalty or further obligation within three years after 
execution of the contract, if any person significantly involved in initiating, negotiating, 
securing, drafting, or creating the contract on behalf of the County is at any time, while the 
contract or any extension of the contract is in effect, an employee or agent of any other 
party to the contract in any capacity or consultant to any other party of the contract with 
respect to the subject matter of the contract. Additionally, pursuant to A.R.S. § 38-511, the 
County may recoup any fee or commission paid or due to any person significantly involved 
in initiating, negotiating, securing, drafting, or creating the contract on behalf of the County 
from any other party to the contract arising as the result of the contract. 
 
4.19 
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. 
 
4.20 
SUBCONTRACTING 
 
4.20.1 Contractor may not assign to another contractor or subcontract to another party 
for performance of the terms and conditions hereof without the written consent of 
the County. All correspondence authorizing subcontracting must reference the bid 
serial number and identify the job or project. 
 
4.20.2 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. 
 
4.21 
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.

SERIAL 220265-S 
 
 
4.22 
ADDITIONS/DELETIONS OF SERVICES 
 
The County reserves the right to add and/or delete services to a contract. If additional 
services are required from a contract, prices for such additions will be negotiated between 
the contractor and the County. 
 
4.23 
RIGHTS IN DATA 
 
4.23.1 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. 
 
4.23.2 Data, records, reports, and all other information generated for the County by a third 
party as the result of a contract are the property of the County and shall be provided 
in a format designated by the County or shall be and remain accessible to the 
County into perpetuity. 
 
4.24 
ACCESS TO AND RETENTION OF RECORDS FOR THE PURPOSE OF AUDIT AND/OR 
OTHER REVIEW 
 
4.24.1 In accordance with section MC1-373 of the Maricopa County Procurement Code, 
the contractor agrees to retain (physical or digital copies of) all books, records, 
accounts, statements, reports, files, and other records and back-up documentation 
relevant to this contract for six years after final payment or until after the resolution 
of any audit questions which could be more than six 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. 
 
4.24.2 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.  
 
4.25 
AUDIT DISALLOWANCES 
 
If at any time it is determined by the County that a cost for which payment has been made 
is a disallowed cost, the County shall notify the contractor in writing of the disallowance. 
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. 
 
4.26 
STRICT COMPLIANCE 
 
Acceptance by County of a performance that is not in strict compliance with the terms of 
the contract shall not be deemed to be a waiver of strict compliance with respect to all other 
terms of the contract. 
 
4.27 
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.

SERIAL 220265-S 
 
 
4.28 
SEVERABILITY 
 
The removal, in whole or in part, of any provision of this contract shall not void or affect the 
validity of any other provision of this contract. 
 
4.29 
RELATIONSHIPS 
 
4.29.1 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. 
 
4.29.2 The County reserves the right of final approval on proposed staff. 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. 
 
4.30 
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 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. (Arizona Executive Order 2009-09 
can be viewed at https://apps.azsos.gov/public_services/register/2009/46/governor.pdf). 
 
4.31 
WRITTEN CERTIFICATION PURSUANT to A.R.S. § 35-393.01  
 
If vendor engages in for-profit activity and has 10 or more employees, and if this agreement 
has a value of $100,000 or more, vendor certifies it is not currently engaged in, and agrees 
for the duration of this agreement to not engage in, a boycott of goods or services from 
Israel. This certification does not apply to a boycott prohibited by 50 U.S.C. § 4842 or a 
regulation issued pursuant to 50 U.S.C. § 4842. 
 
4.32 
CERTIFICATION REGARDING DEBARMENT AND SUSPENSION 
 
4.32.1 The undersigned (authorized official signing on behalf of the contractor) certifies 
to the best of his or her knowledge and belief that the contractor, its current officers, 
and directors: 
 
4.32.1.1 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; 
 
4.32.1.2 have not within a three-year period preceding this contract: 
 
4.32.1.2.1 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;  
 
4.32.1.2.2  been convicted of violation of any Federal or state antitrust 
statutes or conviction for embezzlement, theft, forgery, 
bribery, falsification or destruction of records, making false

SERIAL 220265-S 
 
 
statements, or receiving stolen property regarding a 
government entity transaction or contract;  
 
4.32.1.3 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; 
 
4.32.1.4 are not presently facing any civil charges from any governmental entity 
regarding obtaining, attempting to obtain, or from performing any 
governmental entity contract or other transaction; and  
 
4.32.1.5 have not within a three-year period preceding this contract had any 
public transaction (Federal, state or local) terminated for cause or 
default. 
 
4.32.2 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. 
 
4.32.3 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 information required by this clause 
with their bid. 
 
4.33 
VERIFICATION REGARDING COMPLIANCE WITH A.R.S. § 41-4401 AND FEDERAL 
IMMIGRATION LAWS AND REGULATIONS 
 
4.33.1 By entering into the contract, the contractor warrants compliance with the 
Immigration and Nationality Act (INA using E-Verify) and all other Federal 
immigration laws and regulations related to the immigration status of its employees 
and A.R.S. § 23-214(A). 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. Contractor and its subcontractors shall also maintain Employment Eligibility 
Verification forms (I-9) as required by the Immigration Reform and Control Act of 
1986, as amended from time to time, for all employees performing work under the 
contract and verify employee compliance using the E-Verify system and shall keep 
a record of the verification for the duration of the employee’s employment or at least 
three years, whichever is longer. I-9 forms are available for download at 
www.uscis.gov. 
 
4.33.2 The County retains the legal right to inspect documents of contractor and 
subcontractor employees performing work under this contract to verify compliance 
with paragraph 4.33.1 of this section. Contractor and subcontractor shall be given 
reasonable notice of the County’s intent to inspect and shall make the documents 
available at the time and date specified. Should the County suspect or find that the 
contractor or any of its subcontractors are not in compliance, the County will consider 
this a material breach of the contract and may pursue any and all remedies allowed 
by law, including, but not limited to: suspension of work, termination of the contract 
for default, and suspension and/or debarment of the contractor. All costs necessary 
to verify compliance are the responsibility of the contractor

SERIAL 220265-S 
 
 
4.34 
CONTRACTOR LICENSE REQUIREMENT 
 
4.34.1 Contractor shall procure all permits, insurance, and licenses, and pay the charges 
and fees necessary and incidental to the lawful conduct of his/her business, and 
as necessary complete any requirements, by any and all governmental or non-
governmental entities as mandated to maintain compliance with and remain in 
good standing. Contractor shall keep fully informed of existing and future trade or 
industry requirements, and 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 department of any and all changes concerning permits, 
insurance, or licenses. 
 
4.34.2 Contractor furnishing finished products, materials, or articles of merchandise that 
will require installation or attachment as part of the contract shall possess any 
licenses required. Contractor is not relieved of its obligation to obtain and possess 
the required licenses by subcontracting of the labor portion of the contract. 
Contractors are advised to contact the Arizona Registrar of Contractors, Chief of 
Licensing, to ascertain licensing requirements for a particular contract. Contractor 
shall identify which license(s), if any, the Registrar of Contractors requires for 
performance of the contract. 
 
4.35 
INFLUENCE 
 
4.35.1 As prescribed in MC1-1203 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. 
 
4.35.2 An attempt to influence includes, but is not limited to: 
 
4.35.2.1 A person offering or providing a gratuity, gift, tip, present, donation, 
money, entertainment or educational passes or tickets, or any type of 
valuable contribution or subsidy 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. 
 
4.35.3 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.  
 
4.35.4 ABSOLUTELY NO CONTACT BETWEEN THE RESPONDENT AND ANY 
COUNTY PERSONNEL, OTHER THAN THE OFFICE OF PROCUREMENT 
SERVICES, IS ALLOWED DURING THE SOLICITATION PROCESS UNLESS 
THE COMMUNICATION IS IN REGARD TO PRE-EXISTING BUSINESS WITH 
THE COUNTY. ANY COMMUNICATIONS REGARDING THE SOLICITATION, 
ITS PARTICIPANTS, OR ANY DOCUMENTATION PRIOR TO THE CONTRACT 
AWARD MAY BE GROUNDS FOR DISMISSAL OF THE RESPONDENT FROM 
THE EVALUATION PROCESS. 
 
4.36 
CONFIDENTIALITY 
 
In the course of the solicitation process, the County may disclose information that is 
proprietary or confidential. By submitting a bid 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 information 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

SERIAL 220265-S 
 
 
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. 
 
4.37 
CONFIDENTIAL INFORMATION 
 
4.37.1 Any information obtained in the course of performing this contract may include 
information that is proprietary or confidential to the County. This provision 
establishes the contractor’s obligation regarding such information. 
 
4.37.2 Contractor shall establish and maintain procedures and controls that are adequate 
to assure that no information contained in its records and/or obtained from the 
County or from others in carrying out its functions (services) under the contract 
shall be used by or disclosed by it, its agents, officers, or employees, except as 
required to efficiently perform duties under the contract. Contractor’s procedures 
and controls, at a minimum, must be the same procedures and controls it uses to 
protect its own proprietary or confidential information. If, at any time during the 
duration of the contract, the County determines that the procedures and controls 
in place are not adequate, the contractor shall institute any new and/or additional 
measures requested by the County within 15 business days of the written request 
to do so. 
 
4.37.3 Any requests to the contractor for County proprietary or confidential information 
shall be referred to the County for review and approval, prior to any dissemination. 
 
4.38 
PUBLIC RECORDS 
 
Under Arizona law, all offers submitted and opened are public records and must be 
retained by the records manager at the Maricopa County Office of Procurement Services. 
Offers shall be open to public inspection and copying after contract award and execution, 
except for such offers or sections thereof determined to contain proprietary or confidential 
information by the Office of Procurement Services. If an offeror believes that information in 
its offer or any resulting contract should not be released in response to a public record 
request, under Arizona law, the offeror shall indicate the specific information deemed 
confidential or proprietary and submit a statement with its offer detailing the reasons that 
the information should not be disclosed. Such reasons shall include the specific harm or 
prejudice which may arise from disclosure. The records manager of the Office of 
Procurement Services shall determine whether the identified information is confidential 
pursuant to the Maricopa County Procurement Code. 
 
4.39 
INTEGRATION 
 
This contract represents the entire and integrated agreement between the parties and 
supersedes 
all 
prior 
negotiations, 
proposals, 
communications, 
understandings, 
representations, or agreements, whether oral or written, expressed, or implied. 
 
4.40 
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. 
 
4.41 
GOVERNING LAW 
 
This contract shall be governed by the laws of the State of Arizona. Venue for any actions 
or lawsuits involving this contract will be in Maricopa County Superior Court, Phoenix, 
Arizona.

SERIAL 220265-S 
 
 
4.42 
FORCED LABOR 
 
4.42.1 By submitting a bid for this solicitation and/or entering into a contract as a 
result of this solicitation, contractor agrees to comply with all applicable 
portions of Arizona Revised Statutes Section 35-394. Contracting; 
procurement; prohibition; written certification; remedy; termination; 
exception; definitions. 
 
4.42.2 Contractor certifies that it does not currently, and agrees for the duration of 
the contract, that it will not use:  
 
4.42.2.1 The forced labor of ethnic Uyghurs in the People’s Republic of 
China. 
 
4.42.2.2 Any goods or services produced by the forced labor of ethnic 
Uyghurs in the People’s Republic of China.  
 
4.42.2.3 Any contractors, subcontractors or suppliers that use the forced 
labor or any good or services produced by the forced labor of 
ethnic Uyghurs in the People’s Republic of China. 
 
4.42.3 If contractor becomes aware during the term of the agreement that 
contractor is not in compliance with this paragraph, the contractor shall 
notify the County within five business days after becoming aware of the 
noncompliance. If the contractor fails to provide a written certification to the 
County that the contractor has remedied the noncompliance within 180 days 
after notifying the County of its noncompliance, then the agreement 
terminates, except that if the agreement termination date occurs before the 
end the 180 day period, the agreement terminates on the agreement 
termination date.