Change Order - DC Contracting

Legal approved 9/6/18 Rev. 3/4/2022 
       ST2009.401 
Page 1 of 2 
  Dobson Road improvements at Intel Driveways #1 and #4 CO 1 
CITY OF CHANDLER 
CHANGE ORDER NO. 
1 
DATE 4/15/2022 
Change Order not valid until signed by both the City and the Contractor.  Contractor’s signature indicates agreement 
herewith, including any adjustments in the Contract Price or Contract Time.   
Project Name: 
Dobson Road Improvements at Intel Driveways #1 and #4 
Project No.: 
ST2009.401 
User Dept.: 
PW&U 
NTP Date: 
4/12/2022 
TO: 
DCS Contracting, Inc. 
11535 E. Germann Rd. Chandler, AZ 85286 
(CONTRACTOR) 
(Address) 
Contractor must make the following changes to this contract: (Detail scope change (Exh. A) / cost 
breakdown (Exh. B), if needed) 
Guaranteed Maximum Price (GMP) No. 2 is for construction of the improvements (Exhibit A) 
OWNER NAME & DATE APPROVAL: 
Kim Moon 4/15/2022 
Changes result in the following revised contract amount and time: 
Original contract amount: 
$239,525.46 
Current contract amount, prior to this Change Order: (incl. previous Change 
Orders) 
$239,525.46 
Net change resulting from this Change Order: (if over $50,000 from contract 
amount previously approved by Council, Council approval is required)  
$3,030,177.90 
Revised contract amount, including this Change Order: 
$3,269,703.36 
Last contract amount approved by Council: 
$239,525.46 
Change Order  % of last contract amount approved by Council: (if over 10% 
of previous contract amount approved by Council, Council approval is required)  
1265% 
Contract time or completion date prior to this Change Order: (incl. 
previous Change Orders) 
150 
or 
Days 
Date 
Net change resulting from this Change Order: 
190 
Days 
Revised contract time OR completion date: 
340 
or 
Days 
Date 
SIGNATURE PAGE TO FOLLOW

Exhibit A
GMP 2

GMP2 90% Plans 
& Specifications
April 18, 2022
Dobson Rd Improvements: Intel Driveway 1 & 4 (CMAR) ST2009.401 
dcscontracting.com | 11535 E. Germann Rd. | Chandler, AZ 85286 | Tel: 480.732.9238 | Fax: 480.732.9239

ST2009.401 
 
 
 
TABLE OF CONTENTS 
90% Cost Model 
 
 
CMAR – DOBSON RD IMPROV: DW 1 & 4 (CONSTRUCTION EXHIBITS) 
 
EXHIBIT B – PROJECT DESCRIPTION 
TBD 
EXHIBIT C – GMP PROPOSAL & ATTACHMENTS 
TBD 
   EXHIBIT C.I – 90% COST MODEL 
TBD 
   EXHIBIT C.II – SUBCONTRACTORS / SUPPLIERS SELECTION REPORT & QUOTES 
TBD 
EXHIBIT D – SCHEDULE OF VALUES (“SOV”) 
TBD 
EXHIBIT E – BASELINE PROJECT SCHEDULE 
TBD 
EXHIBIT F – CONSTRUCTION PHASING / TRAFFIC CONTROL 
TBD 
EXHIBIT G – LIST OF PLANS & SPECIFICATIONS 
TBD 
EXHIBIT H – ASSUMPTIONS & CLARIFICATIONS 
TBD

ST2009.401 
 
EXHIBIT B – 
PROJECT 
DESCRIPTION

ST2009.401 
 
 
 
PROJECT DESCRIPTION 
 
CMAR – DOBSON ROAD IMPROVEMENTS: INTEL DRIVEWAYS 1 & 4 (ST2009.401) 
 
This project is to provide for increased access at Driveways #1 & #4 from Dobson Road. 
Driveway #1 is the northernmost Intel Driveway onto Dobson Road with an existing traffic 
signal and provides for two left/northbound turn lanes and also provides for right/southbound 
turning movements from Intel onto Dobson Road. The proposed improvements for Driveway #1 
will include but not be limited to narrowing median & shifting the southbound through lanes to 
the east to allow for an additional second right‐turn bay into driveway #1. It will consist of 
construction of roadway, modification of signalized intersection, curb and gutter, sidewalk 
ramps, single curb, concrete pavers, storm drain manhole, signing, striping, and landscaping. 
Driveway #4 is at Dobson Road and Chaparral way, a signalized intersection for two 
left/northbound turn lanes from Intel onto Dobson Road only, with no right turn/southbound 
movement on Dobson Road, nor straight/through on Chaparral Way. The proposed 
improvements for Driveway #4 will include but not be limited to a new right‐turn bay into 
driveway #4 and replacement of existing wire‐hung traffic signals with permanent ones on steel 
poles & LED streetlights. It will also consist of construction of roadway, curb and gutter, 
sidewalk ramps, signing, striping, and landscaping.

ST2009.401 
 
EXHIBIT C – 
GMP & 
ATTACHMENTS

Dobson Rd Improv: DW 1 and 4
Date: 4/18/2022
Dobson Road
ST2009.401
Percentage
Amount
A. Direct Costs
     A1 Direct Cost
$2,072,284.19
$2,072,284.19
B. General Conditions or Direct Costs only
$2,072,284.19
C. CM@Risk's Fee on Cost of Work only
11%
$227,951.26
SUBTOTAL 2:
$2,300,235.45
D. Bonds and Insurance Allowances
     D1 Bonds
0.97%
$22,312.28
     D2 Insurance
1.05%
$24,152.47
$46,464.75
SUBTOTAL 3:
$2,346,700.20
E. Sales Tax
     E1 Sales Tax (INSERT CURRENT TAX RATE IN CELL F30)
5.07%
$118,977.70
     E2 Tax Credits
$118,977.70
G. Approved Allowance
     G1 Allowance: Owner's Allowance
$564,500.00
$564,500.00
$3,030,177.90
Establishment of Values:
a. Direct Costs and Allowances to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
g. Allowances will be calculated with additional costs as needed.
Formulas Used in Calculations
Subtotal 1 = A + B
CM@Risk Fee (C) = C Percentage x Subtotal 1
Subtotal 2 = C + Subtotal 1
Bond & Insurance Allowances ‐ D Percentages x Subtotal 2
Subtotal 3 = D + Subtotal 2
Sales Tax (E1) = (65% of current Chandler Tax Rate) x Subtotal 3
Total GMP Proposal = G + E + Subtotal 3
TOTAL BONDS & INSURANCE ALLOWANCE:
TOTAL SALES TAX:
TOTAL GMP 2 PROPOSAL:
City of Chandler Project No.:
GMP 2 CM@RISK 90% COST MODEL SUMMARY 
Project Name:
Project Location:
TOTAL DIRECT COSTS:
SUBTOTAL 1 (Cost of the Work):
TOTAL ALLOWANCE:

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
General Conditions
Total
$404,648.18
1
Construction Yard Facilities
3
MN
$4,786.34
$14,359.02
2
Supervision
3
MN
$33,977.39
$101,932.17
3
Street Sweeper, Maintenance
3
MN
$3,135.87
$9,407.61
4
Track Out Installation
1
LS
$7,043.29
$7,043.29
5
Construction Water/Dust Control
1
LS
$26,504.17
$26,504.17
6
109.09000 Mobilization/Demobilization
1
LS
$26,323.36
$26,323.36
7
Subcontractor Mobilization/Demobilization
1
LS
$11,624.50
$11,624.50
8
401.01000 Traffic Control
1
LS
$137,235.46
$137,235.46
9
Project Pre‐Warning Variable Message Boards, 2 EA
90
DA
$47.68
$4,291.20
10
Shadow Truck
40
HR
$60.06
$2,402.40
11
Officer and Car
660
HR
$96.25
$63,525.00
Construction Items
Total
$654,263.76
12
105.80100 Construction Surveying And Layout
1
LS
$41,131.25
$41,131.25
13
Contractor Quality Control/Material Testing
1
LS
$26,330.88
$26,330.88
14
107.00001 Tree Protection Fence
1
LS
$1,499.94
$1,499.94
15
107.02000 Erosion Control (SWPPP Preparation, Installation, Maintenance, 
And Removal)
1
LS
$9,415.14
$9,415.14
16
201.01000 Clearing And Grubbing
1
LS
$5,643.48
$5,643.48
17
Remove & Demolish Existing Trees/Palm Trees
7
EA
$974.96
$6,824.72
18
301.01000 Subgrade Preparation
3176
SY
$29.91
$94,994.16
19
310.03175 Aggregate Base Course, 7 In Thick
37
SY
$101.23
$3,745.51
20
310.03280 Aggregate Base Course, 12 In Thick
3139
SY
$20.90
$65,605.10
21
321.00200 Asphaltic Concrete Pavement (2 In Surface Course, A‐12.5 EVAC)
3176
SY
$19.47
$61,836.72
22
321.00325 Asphaltic Concrete Pavement (3 In Base Course, A‐19.0 EVAC)
3176
SY
$24.38
$77,430.88
23
329.01000 Bituminous Tack Coat SS‐1H, Diluted
3176
SY
$0.33
$1,048.08
24
340.01000 Concrete Landscape Header
50
LF
$7.50
$375.00
25
340.01110 Vertical Curb & Gutter, Type A, H=6 In, MAG Det 220‐1
750
LF
$28.34
$21,255.00
26
340.01150 Single Curb, Type A, MAG Det 222
1627
LF
$27.52
$44,775.04
27
340.01208 End Median Ramp, COC Det C‐225
3
EA
$512.75
$1,538.25
28
340.01210 Concrete Sidewalk, MAG Det 230
105
SF
$5.18
$543.90
29
340.01360 Concrete Curb Ramp With Detectable Warnings, COC Det C‐258
2
EA
$5,798.08
$11,596.16
30
340.01600 Concrete Apron And Valley Gutter, MAG Det 240
876
SF
$17.62
$15,435.12
31
342.01201 Interlocking Concrete Pavers
790
SF
$8.91
$7,038.90
32
345.01100 Adjust Manhole Frame & Cover, MAG Det 422 & COC Det C‐401
1
EA
$8,604.50
$8,604.50
33
350.01124 Remove Pipe, Backfill & Compact, D=24 In
18
LF
$139.64
$2,513.52
34
350.01400 Remove Catch Basin
1
EA
$2,865.86
$2,865.86
35
350.01800 Remove Concrete Curb & Gutter
742
LF
$6.62
$4,912.04
36
350.01850 Remove Concrete Single Curb
1677
LF
$6.18
$10,363.86
37
350.01851 Remove Concrete Header
13
LF
$1.85
$24.05
38
350.01870 Remove Valley Gutter
650
SF
$4.09
$2,658.50
39
350.01901 Remove Concrete Sidewalk Ramps
3
EA
$463.34
$1,390.02
40
350.04100 Remove & Salvage Existing Sign
4
EA
$36.75
$147.00
41
350.04200 Remove Existing Post & Foundation
2
EA
$78.75
$157.50
42
350.07500 Remove Asphaltic Concrete Pavement
2566
SY
$12.73
$32,665.18
43
350.50000 Miscellaneous Removals And Other Work
1
LS
$3,922.38
$3,922.38
44
430.01001 Landscape Establishment
1
LS
$999.96
$999.96
45
430.01005 Tree ‐ 36 In Box, 1.75‐2.5 In Cal
3
EA
$449.98
$1,349.94
Dobson Road Improvements: Intel Driveway #1 
ST2009.401
4/18/2022
BID SCHEDULE (90%)

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
Dobson Road Improvements: Intel Driveway #1 
ST2009.401
4/18/2022
BID SCHEDULE (90%)
46
430.01006 Palm ‐ 24' HT
4
EA
$4,499.81
$17,999.24
47
430.01050 Plant ‐ 5 Gal
70
EA
$25.00
$1,750.00
48
430.42001 Decomposed Granite (To Match Existing)
7047
SF
$0.60
$4,228.20
49
440.10001 Landscape And Irrigation Restoration
1
LS
$8,969.62
$8,969.62
50
460.01000 Remove Paint Stripe
8425
LF
$0.90
$7,582.50
51
460.01110 Remove Painted Symbol (Bike Lane Marking Set)
6
EA
$90.00
$540.00
52
460.02102 Remove Thermoplastic Arrow
3
EA
$90.00
$270.00
53
460.03000 Remove Raised Pavement Marker
171
EA
$1.50
$256.50
54
461.01100 4 In White Traffic Paint Stripe
6313
LF
$0.38
$2,398.94
55
461.01200 4 In Yellow Traffic Paint Stripe
1540
LF
$0.38
$585.20
56
462.01100 4 In White Thermoplastic Traffic Stripe
3270
LF
$0.64
$2,092.80
57
462.01508 Thermoplastic/Preformed Symbol (Left Turn Arrow)
1
EA
$105.00
$105.00
58
462.01509 Thermoplastic/Preformed Symbol (Right Turn Arrow)
5
EA
$105.00
$525.00
59
462.01520 Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
6
EA
$55.00
$330.00
60
461.01610 Paint Median Nose
3
EA
$75.00
$225.00
61
463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2‐Way)
54
EA
$2.90
$156.60
62
463.01200 Reflectorized Raised Pavement Marker (Type G, Clear, 1‐Way)
178
EA
$2.90
$516.20
63
464.02000 Perforated Sign Post
46
LF
$13.65
$627.90
64
464.02002 Perforated Sign Post Foundation
4
EA
$141.74
$566.96
65
465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade
35
SF
$26.25
$918.75
66
470.00002 Modify Traffic Signal
1
LS
$2,999.87
$2,999.87
67
Relocate Existing Electrical Junction Box (In Median)
1
EA
$2,199.91
$2,199.91
68
473.80400 Video Image Detection System, 4 Approaches
1
LS
$1,972.72
$1,972.72
69
483.00011 CCTV Camera And Field Equipment
1
EA
$1,315.14
$1,315.14
70
Network Switch Etherwan
1
EA
$0.00
$0.00
71
505.10134 Catch Basin, MAG Det 533, Type D, L=17, One 17 Ft Wing
1
EA
$11,778.01
$11,778.01
72
618.20424 24 In RGRCP, Class IV
11
LF
$591.50
$6,506.50
73
625.01100 Storm Drain Manhole, MAG Det 520 & 522
1
EA
$6,209.66
$6,209.66
Allowance Items
Total
$232,000.00
74
800.00001 Allowance: Roadway And Concrete Flatwork
1
AL
$5,000.00
$5,000.00
75
800.00002 Allowance: Landscaping
1
AL
$3,000.00
$3,000.00
76
800.00003 Allowance: Traffic Signal And Communications Facilities
1
AL
$50,000.00
$50,000.00
77
800.00004 Allowance: SRP Electrical
1
AL
$15,000.00
$15,000.00
78
800.00005 Allowance: Furnish And Install Temporary Fencing
1
AL
$3,000.00
$3,000.00
79
800.00006 Allowance: Wet Utilities
1
AL
$5,000.00
$5,000.00
80
800.00007 Allowance: Dry Utilities
1
AL
$5,000.00
$5,000.00
81
800.00008 Allowance: Storm Drain
1
AL
$3,000.00
$3,000.00
82
800.00009 Allowance: Removals
1
AL
$3,000.00
$3,000.00
83
800.00110 Allowance: Subgrade Mitigation
1
AL
$40,000.00
$40,000.00
84
800.00011 Allowance: Material, Labor, & Equipment Increases
1
AL
$50,000.00
$50,000.00
85
800.00012 Allowance: Scope Change From 90% Plans & Specs to 100% Plans 
& Specs 
1
AL
$50,000.00
$50,000.00
Total Direct Cost, Without Allowance Items
$1,058,911.94
Grand Total, Inlcuding Allowance Items
$1,290,911.94

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
General Conditions
Total
$458,689.40
86
Construction Yard Facilities
4
MN
$4,047.24
$16,188.96
87
Supervision
4
MN
$33,977.39
$135,909.56
88
Street Sweeper, Maintenance
4
MN
$3,135.87
$12,543.48
89
Track Out Installation
1
LS
$7,043.29
$7,043.29
90
Construction Water/Dust Control
1
LS
$28,440.09
$28,440.09
91
109.09000 Mobilization/Demobilization
1
LS
$26,631.67
$26,631.67
92
Subcontractor Mobilization/Demobilization
1
LS
$9,824.58
$9,824.58
93
401.01000 Traffic Control
1
LS
$129,403.77
$129,403.77
94
Project Pre‐Warning Variable Message Boards, 2 EA
120
DA
$46.68
$5,601.60
95
Shadow Truck
40
HR
$60.06
$2,402.40
96
Officer and Car
880
HR
$96.25
$84,700.00
Construction Items
Total
$554,682.85
97
105.80100 Construction Surveying And Layout
1
LS
$30,934.68
$30,934.68
98
Contractor Quality Control/Material Testing
1
LS
$24,668.95
$24,668.95
99
107.00001 Tree Protection Fence
1
LS
$1,499.94
$1,499.94
100
107.02000 Erosion Control (SWPPP Preparation, Installation, Maintenance, 
And Removal)
1
LS
$8,234.45
$8,234.45
101
201.01000 Clearing And Grubbing
1
LS
$4,205.13
$4,205.13
102
Remove & Demolish Existing Trees/Palm Trees
5
EA
$974.96
$4,874.80
103
301.01000 Subgrade Preparation
1077
SY
$36.04
$38,815.08
104
310.03175 Aggregate Base Course, 7 In Thick
237
SY
$65.28
$15,471.36
105
310.03280 Aggregate Base Course, 12 In Thick
840
SY
$36.23
$30,433.20
106
321.00200 Asphaltic Concrete Pavement (2 In Surface Course, A‐12.5 EVAC)
1077
SY
$39.21
$42,229.17
107
321.00325 Asphaltic Concrete Pavement (3 In Base Course, A‐19.0 EVAC)
1077
SY
$43.71
$47,075.67
108
329.01000 Bituminous Tack Coat Ss‐1H, Diluted
1077
SY
$0.33
$355.41
109
340.01110 Vertical Curb & Gutter, Type A, H=6 In, MAG Det 220‐1
625
LF
$43.04
$26,900.00
110
340.01360 Concrete Curb Ramp With Detectable Warnings, COC Det C‐258
4
EA
$6,348.21
$25,392.84
111
340.01600 Concrete Apron And Valley Gutter, MAG Det 240
1793
SF
$17.63
$31,610.59
112
345.01410 Adjust Valve Box & Cover, MAG Det 391‐1 And COC Det C‐307
2
EA
$1,224.95
$2,449.90
113
350.01800 Remove Concrete Curb & Gutter
615
LF
$7.57
$4,655.55
114
350.01870 Remove Valley Gutter
2039
SF
$3.97
$8,094.83
115
350.01900 Remove Concrete Sidewalk
136
SF
$2.54
$345.44
116
350.01901 Remove Concrete Sidewalk Ramps
2
EA
$637.09
$1,274.18
117
350.04100 Remove & Salvage Existing Sign
9
EA
$36.75
$330.75
118
350.04200 Remove Existing Post & Foundation
6
EA
$78.75
$472.50
119
350.07500 Remove Asphaltic Concrete Pavement
640
SY
$12.54
$8,025.60
120
350.50000 Miscellaneous Removals And Other Work
1
LS
$4,100.13
$4,100.13
121
351.46000 Remove And Reinstall Sign
4
EA
$47.25
$189.00
122
430.01001 Landscape Establishment
1
LS
$999.96
$999.96
123
430.01004 Tree ‐ 24 In Box, 1.0‐1.5 In Cal Min
7
EA
$249.99
$1,749.93
124
430.01050 Plant ‐ 5 Gal
23
EA
$25.00
$575.00
125
430.42001 Decomposed Granite (To Match Existing)
1296
SF
$0.60
$777.60
126
440.10001 Landscape And Irrigation Restoration
1
LS
$9,969.58
$9,969.58
127
460.01000 Remove Paint Stripe
2408
LF
$0.90
$2,167.20
128
460.01110 Remove Painted Symbol (Bike Lane Marking Set)
1
EA
$90.00
$90.00
129
460.03000 Remove Raised Pavement Marker
67
EA
$1.50
$100.50
130
461.01100 4 In White Traffic Paint Stripe
2959
LF
$0.38
$1,124.42
131
461.01200 4 In Yellow Traffic Paint Stripe
600
LF
$0.38
$228.00
132
462.01100 4 In White Thermoplastic Traffic Stripe
3992
LF
$0.64
$2,554.88
Dobson Road Improvements: Intel Driveway #4 
ST2009.401
4/18/2022
BID SCHEDULE (90%)

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
Dobson Road Improvements: Intel Driveway #4 
ST2009.401
4/18/2022
BID SCHEDULE (90%)
133
462.01507 Thermoplastic/Preformed Symbol (Lane Reduction Arrow)
3
EA
$279.99
$839.97
134
462.01508 Thermoplastic/Preformed Symbol (Left Turn Arrow)
2
EA
$105.00
$210.00
135
462.01509 Thermoplastic/Preformed Symbol (Right Turn Arrow)
3
EA
$105.00
$315.00
136
462.01520 Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
2
EA
$55.00
$110.00
137
463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2‐Way)
26
EA
$2.90
$75.40
138
463.01200 Reflectorized Raised Pavement Marker (Type G, Clear, 1‐Way)
60
EA
$2.90
$174.00
139
464.02000 Perforated Sign Post
80
LF
$13.65
$1,092.00
140
464.02002 Perforated Sign Post Foundation
7
EA
$141.74
$992.18
141
465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade
29
SF
$26.25
$761.25
142
470.00001 Remove And Salvage Traffic Signal
1
LS
$11,999.49
$11,999.49
143
Relocate Exisitng Utility Box
1
EA
$4,999.79
$4,999.79
144
470.00080 Remove StreetLight Pole
4
EA
$1,282.96
$5,131.84
145
471.60041 SRP Lighting Pull Box (Contractor Supplied & Installed)
1
EA
$509.98
$509.98
146
471.60047 No. 7 Pull Box
3
EA
$1,019.96
$3,059.88
147
471.60057 No. 7 Pull Box With Extension
1
EA
$1,109.95
$1,109.95
148
471.61001 Sch. 40 Pvc Electrical Conduit, 1 In
10
LF
$24.00
$240.00
149
471.61210 Sch. 40 Pvc Electrical Conduit, 2 In
20
LF
$36.00
$720.00
150
471.61211 Sch. 40 Pvc Electrical Conduit, 2 1/2 In (Streetlighting Per SRP 
Plans)
10
LF
$42.00
$420.00
151
471.61312 Sch. 40 Pvc Electrical Conduit, 3 In
80
LF
$42.00
$3,360.00
152
471.61412 Sch. 40 Pvc Electrical Conduit, 4 In
475
LF
$62.40
$29,640.00
153
472.61100 Pole Foundation, Type A
3
EA
$899.96
$2,699.88
154
472.61300 Pole Foundation, Type Q
1
EA
$7,199.69
$7,199.69
155
472.61400 Pole Foundation, Type R
3
EA
$7,199.69
$21,599.07
156
473.73000 Pedestrian Push Button With Sign
6
EA
$233.99
$1,403.94
157
473.80400 Video Image Detection System, 4 Approaches
1
LS
$1,972.72
$1,972.72
158
474.60110 Type A Signal Pole 10 Ft
3
EA
$661.48
$1,984.44
159
474.60500 Type Q Signal Pole
1
EA
$1,646.80
$1,646.80
160
474.60730 Type R Signal Pole
3
EA
$1,647.84
$4,943.52
161
474.70200 20 Ft Mast Arm (Tapered)
4
EA
$164.81
$659.24
162
474.70300 30 Ft Mast Arm (Tapered)
1
EA
$2,465.94
$2,465.94
163
474.70500 50 Ft Mast Arm (Tapered)
1
EA
$4,110.55
$4,110.55
164
474.70550 55 Ft Mast Arm (Tapered)
2
EA
$4,522.37
$9,044.74
165
474.80000 Pole Foundation For Sl‐1 Pole
1
EA
$1,499.94
$1,499.94
166
474.80001 Streetlight Pole Sl‐1 With Single Davit Arm
1
EA
$1,277.69
$1,277.69
167
475.61400 Meter Pedestal Cabinet
1
EA
$1,449.54
$1,449.54
168
475.62000 Controller Cabinet (Type IV)
1
EA
$3,676.04
$3,676.04
169
475.83010 Opticom Pre‐Emption Unit
4
EA
$493.18
$1,972.72
170
476.02010 Traffic Signal Face (Type F) (LED)
8
EA
$193.19
$1,545.52
171
476.02011 Traffic Signal Face (Type G) (LED)
4
EA
$193.19
$772.76
172
476.02012 Traffic Signal Face (Type FYA) (LED)
4
EA
$193.19
$772.76
173
476.12000 Traffic Signal Face (Pedestrian) (Man/Hand) (LED)
6
EA
$182.39
$1,094.34
174
476.63000 Signal Mounting Assembly (Type II)
10
EA
$107.40
$1,074.00
175
476.63001 Signal Mounting Assembly (Type IV)
3
EA
$302.39
$907.17
176
476.63002 Signal Mounting Assembly (Type V)
5
EA
$254.39
$1,271.95
177
476.63003 Signal Mounting Assembly (Type VII)
2
EA
$293.99
$587.98
178
477.82000 LED Streetlight Luminaire
5
EA
$96.03
$480.15
179
478.01000 Conductors
1
LS
$21,887.07
$21,887.07
180
483.00011 CCTV Camera And Field Equipment
1
EA
$1,315.14
$1,315.14

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
Dobson Road Improvements: Intel Driveway #4 
ST2009.401
4/18/2022
BID SCHEDULE (90%)
181
486.20000 Wireless Access System
1
LS
$4,630.60
$4,630.60
182
487.00000 Sign Assembly (IISNS)
4
EA
$0.00
$0.00
Allowance Items
Total
$332,500.00
183
800.00001 Allowance: Roadway And Concrete Flatwork
1
AL
$2,500.00
$2,500.00
184
800.00002 Allowance: Landscaping
1
AL
$2,000.00
$2,000.00
185
800.00003 Allowance: Traffic Signal And Communications Facilities
1
AL
$7,500.00
$7,500.00
186
800.00004 Allowance: SRP Electrical
1
AL
$7,500.00
$7,500.00
187
800.00005 Allowance: Furnish And Install Temporary Fencing
1
AL
$2,000.00
$2,000.00
188
800.00006 Allowance: Wet Utilities
1
AL
$5,000.00
$5,000.00
189
800.00007 Allowance: Dry Utilities
1
AL
$5,000.00
$5,000.00
190
800.00008 Allowance: Storm Drain
1
AL
$3,000.00
$3,000.00
191
800.00009 Allowance: Removals
1
AL
$3,000.00
$3,000.00
192
800.00010 Allowance: Subgrade Mitigation
1
AL
$15,000.00
$15,000.00
193
800.00011 Allowance: Material, Labor, & Equipment Increases
1
AL
$180,000.00
$180,000.00
194
800.00012 Allowance: Scope Change From 90% Plans & Specs to 100% Plans 
& Specs 
1
AL
$100,000.00
$100,000.00
Total Direct Cost, Without Allowance Items
$1,013,372.25
Grand Total, Inlcuding Allowance Items
$1,345,872.25

ST2009.401 
 
EXHIBIT C.I – 
90% COST MODEL

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
JOB
1.00 LS
$2,636,784.19
$2,636,784.19
678.66
Prime Bond
1.00 LS
$0.00
$0.00
Price % Add-On
1.00 LS
$0.00
$0.00
Job Financing
1.00 LS
$0.00
$0.00
Indirect Cost Escalation
1.00 LS
$0.00
$0.00
Direct Cost Escalation
1.00 LS
$0.00
$0.00
Indirect Cost Add-On
1.00 LS
$0.00
$0.00
Job Management & Equipment
1.00 LS
$0.00
$0.00
0.00
General Expense
1.00 LS
$0.00
$0.00
0.00
Direct Cost Add-On
1.00 LS
$0.00
$0.00
1
Construction Yard Facilities
3.00 MN
$4,786.54
$14,359.63
1.36
1.1
J-John & Hand Wash (2 EA)
3.00 MN
$238.50
$715.50
0.00
1.2
Yard Fencing (210'x210')
3.00 MN
$223.50
$670.50
0.00
1.3
ABC Parking/Laydown Area
1.00 EA
$8,869.63
$8,869.63
1.36
1.3.1
Prep Grade for ABC
2,500.00 SY
$0.75
$1,885.54
0.45
1.3.2
Place and Finsh ABC 2"
2,500.00 SY
$1.51
$3,771.09
0.91
1.3.3
Purchase ABC Material
210.00 TN
$15.30
$3,213.00
0.00
1.4
40 CY Roll Off
3.00 MN
$368.00
$1,104.00
0.00
1.5
Monthly Yard Rental
3.00 MN
$1,000.00
$3,000.00
0.00
2
Supervision
3.00 MN
$33,978.84
$101,936.52
66.00
2.1
Onsite Supervision (5. PM, 1 Superintendent, .5 PE)
3.00 MN
$33,978.84
$101,936.52
66.00
3
Street Sweeper, Maintenance
3.00 MN
$3,136.00
$9,408.00
12.00
3.1
Street Sweeper, Maintenance (8 HR/WK)
3.00 MN
$3,136.00
$9,408.00
12.00
4
Track Out Installation
1.00 LS
$7,043.59
$7,043.59
1.00
4.1
Track-Out Pad Installation
1.00 EA
$5,398.59
$5,398.59
1.00
4.2
Purchase Track-Out Refreash During Construction
1.00 LS
$1,645.00
$1,645.00
0.00
5
Construction Water/Dust Control
1.00 LS
$26,505.30
$26,505.30
79.40
5.1
Water Tower Rental
3.00 MN
$1,936.00
$5,808.00
66.00
5.2
Construction Water Supply Setup and Takedown
1.00 LS
$3,688.59
$3,688.59
2.00
5.3
Purchase Construciton Water
3.00 MN
$1,200.00
$3,600.00
0.00
5.4
Dust Control Permit
1.00 LS
$4,766.46
$4,766.46
0.40
5.4.1
Dust Control Permit (10 to 50 Acres)
1.00 LS
$3,855.00
$3,855.00
0.00
5.4.2
Dust Control Sign
1.00 EA
$911.46
$911.46
0.40
5.5
Daily Job Site Dust Control Application and Coordinator
2.00 MN
$4,321.12
$8,642.25
11.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
6
Mobilization/Demobilization
1.00 LS
$26,324.48
$26,324.48
6.00
6.1
Pothole Existing Utilties
3.00 DA
$1,766.58
$5,299.75
3.00
6.2
DCS Mobilization
1.00 LS
$14,800.00
$14,800.00
0.00
6.2.1
Grading Mobilization
1.00 EA
$5,200.00
$5,200.00
0.00
6.2.2
Concrete Mobilization
1.00 EA
$4,400.00
$4,400.00
0.00
6.2.3
Subgrade Prep/Paving Mobilization
1.00 EA
$5,200.00
$5,200.00
0.00
6.3
Final Site Cleanup
3.00 DA
$2,074.91
$6,224.72
3.00
7
Subcontractor Mobilization/Demobilization
1.00 LS
$11,625.00
$11,625.00
0.00
7.1
Subcontractor Mobilization
1.00 LS
$11,625.00
$11,625.00
0.00
7.1.1
Electrical Mobilization - (Driveway #1)
1.00 EA
$1,200.00
$1,200.00
0.00
7.1.2
Landscape/Pavers Mobilization - (Driveway #1)
1.00 LS
$2,500.00
$2,500.00
0.00
7.1.3
Paving Mobilization - (Driveway #1)
3.00 EA
$1,800.00
$5,400.00
0.00
7.1.4
Signage Mobilization - (Driveway #1)
2.00 EA
$262.50
$525.00
0.00
7.1.5
Oblit. & Striping Mobilization - (Driveway #1)
2.00 EA
$1,000.00
$2,000.00
0.00
8
Traffic Control
1.00 LS
$137,241.26
$137,241.26
66.00
8.1
Barricade Coordinator During Traffic Flips
3.00 MN
$11,857.21
$35,571.64
66.00
8.2
Traffic Control (Phase 1, Sequence A)
75.00 DA
$586.43
$43,982.08
0.00
8.3
Traffic Control (Phase 1, Sequence B)
90.00 DA
$586.00
$52,739.92
0.00
8.4
Traffic Control (Phase 1, Final Surface Pavement/Flips)
5.00 DA
$989.52
$4,947.62
0.00
9
Project Pre-Warning Variable Message Boards, 2 EA
90.00 DA
$47.68
$4,291.56
0.00
9.1
2 EA - Pre-Warning Variable Message Boards (Phase 1)
90.00 DA
$47.68
$4,291.56
0.00
10
Shadow Truck
40.00 HR
$60.06
$2,402.40
0.00
10.1
Shadow Truck (Phase 1)
40.00 HR
$60.06
$2,402.40
0.00
11
Officer and Car
660.00 HR
$96.25
$63,525.00
0.00
11.1
Uniformed Officer, 8HR/DAY
660.00 HR
$96.25
$63,525.00
0.00
12
Construction Surveying And Layout
1.00 LS
$41,133.00
$41,133.00
0.00
12.1
Construction Surveying And Layout - (Driveway #1)
1.00 LS
$38,133.00
$38,133.00
0.00
12.2
Restaking Allowance - (Driveway #1)
1.00 AL
$3,000.00
$3,000.00
0.00
13
Contractor Quality Control/Material Testing
1.00 LS
$26,332.00
$26,332.00
0.00
13.1
Contractor Quality Control/Material Testing - (Driveway #1)
1.00 LS
$26,332.00
$26,332.00
0.00
14
Tree Protection Fence
1.00 LS
$1,500.00
$1,500.00
0.00
14.1
Tree Protection Fence - (Driveway #1)
1.00 LS
$1,500.00
$1,500.00
0.00
15
Erosion Control (SWPPP Preparation, Installation, Maintenance, And Re
1.00 LS
$9,415.54
$9,415.54
1.95
15.1
Erosion Control (SWPPP Preparation, Installation, Maintenance & Removal)
1.00 LS
$9,065.54
$9,065.54
1.95

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
15.1.1
SWPPP Preparation
1.00 LS
$1,000.00
$1,000.00
0.00
15.1.2
Install BMP
712.00 LF
$7.45
$5,307.49
1.00
15.1.3
Maintain BMP
178.00 LF
$4.47
$795.57
0.25
15.1.4
Concrete Wash Out (147 CY/10CY/Load= 15 Loads x .75 CY/Ld = 11 CYDS of 
1.00 LS
$1,962.47
$1,962.47
0.70
15.2
AZPDES Permit and Notifications
1.00 LS
$350.00
$350.00
0.00
15.2.1
ADEQ NOI-NOT Filing Fee
1.00 LS
$350.00
$350.00
0.00
16
Clearing And Grubbing
1.00 LS
$5,643.72
$5,643.72
2.13
16.1
Clearing and Grubbing
1.00 LS
$2,641.06
$2,641.06
0.88
16.1.1
Remove Large Shrub/Hedge/Bush
33.00 EA
$46.92
$1,548.34
0.50
16.1.2
Remove Weed/Grass/Brush
0.92 AC
$791.82
$728.48
0.25
16.1.3
Load Vegetation
1.00 LD
$364.24
$364.24
0.13
16.2
Haul & Dispose of Vegetation
1.00 LD
$793.00
$793.00
0.25
16.3
Haul and Stock Pile Ex. Granite - (Approx. 21,970 SF @ 2" Thick)
1.00 LS
$2,209.66
$2,209.66
1.00
17
Remove & Demolish Existing Trees/Palm Trees
7.00 EA
$975.00
$6,825.00
0.00
17.1
Remove, Demolish & Dispose of Existing Trees/Palm Trees (Driveway #1)
7.00 EA
$975.00
$6,825.00
0.00
18
Subgrade Preparation
3,176.00 SY
$29.91
$94,981.17
22.65
18.1
Build Sequence A, Roadway Excavation
2,144.00 SY
$19.16
$41,076.50
9.19
18.1.1
Mass Excavation (Cut to Stock Pile)
1,072.00 CY
$10.84
$11,623.08
3.06
18.1.2
Finish Grading
2,144.00 SY
$6.23
$13,361.50
3.06
18.1.3
Export (Ten Wheelers)
1,072.00 CY
$15.01
$16,091.91
3.06
18.2
Build Sequence B, Roadway Excavation
1,032.00 SY
$21.77
$22,461.99
5.00
18.2.1
Mass Excavation (Cut to Stock Pile)
516.00 CY
$14.71
$7,589.70
2.00
18.2.2
Finish Grading
1,032.00 SY
$4.23
$4,364.51
1.00
18.2.3
Export (Ten Wheelers)
516.00 CY
$20.36
$10,507.78
2.00
18.3
Build Sequence A, Subgrade Preparation
2,144.00 SY
$5.59
$11,985.42
3.00
18.3.1
Subgrade Preparation (12' & 14' Mainline)
1,766.00 SY
$5.09
$8,986.09
2.00
18.3.2
Subgrade Preparation (Patching/Tie-ins)
378.00 SY
$7.93
$2,999.32
1.00
18.4
Build Sequence B, Subgrade Preparation
1,032.00 SY
$13.07
$13,485.08
3.50
18.4.1
Subgrade Preparation (14' Mainline)
975.00 SY
$9.22
$8,986.09
2.00
18.4.2
Subgrade Preparation (Driveway #1 & Patching/Tie-Ins)
57.00 SY
$78.93
$4,498.98
1.50
18.5
Parkway Grading
2,358.00 LF
$2.53
$5,972.19
1.97
19
Aggregate Base Course, 7 In Thick
37.00 SY
$101.23
$3,745.52
1.00
19.1
Build Sequence B, ABC 7" Thick (Driveway #1)
37.00 SY
$101.23
$3,745.52
1.00
19.1.1
Purchase & Place ABC 7"
14.00 TN
$136.42
$1,909.86
0.50

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
19.1.2
Compact & Finish Grade ABC 7"
37.00 SY
$49.61
$1,835.66
0.50
20
Aggregate Base Course, 12 In Thick
3,139.00 SY
$20.90
$65,598.91
7.50
20.1
Build Sequence A, ABC 12" Thick (12' & 14' Mainline)
1,766.00 SY
$18.12
$32,005.91
3.00
20.1.1
Purchase & Place ABC 12"
1,130.00 TN
$19.62
$22,168.74
1.00
20.1.2
Compact & Finish Grade ABC 12"
1,766.00 SY
$5.57
$9,837.16
2.00
20.2
Build Sequence A, ABC 12" Thick (Patching/Tie-Ins)
378.00 SY
$31.69
$11,979.38
2.00
20.2.1
Purchase & Place ABC 12"
242.00 TN
$32.10
$7,768.74
1.00
20.2.2
Compact & Finish Grade ABC 12"
378.00 SY
$11.14
$4,210.64
1.00
20.3
Build Sequence B, ABC 12" Thick (14' Mainline)
975.00 SY
$19.84
$19,345.52
2.00
20.3.1
Purchase & Place ABC 12"
624.00 TN
$23.12
$14,426.94
1.00
20.3.2
Compact & Finish Grade ABC 12"
975.00 SY
$5.04
$4,918.58
1.00
20.4
Build Sequence B, ABC 12" Thick (Patching/Tie-Ins)
20.00 SY
$113.40
$2,268.10
0.50
20.4.1
Purchase & Place ABC 12"
13.00 TN
$93.50
$1,215.44
0.25
20.4.2
Compact & Finish Grade ABC 12"
20.00 SY
$52.63
$1,052.66
0.25
21
Asphaltic Concrete Pavement (2 In Surface Course, A-12.5 EVAC)
3,176.00 SY
$19.47
$61,821.82
2.75
21.1
Build Sequence A, 2" Thick Surface Course (12' & 14' Mainline)
1,766.00 SY
$13.13
$23,193.16
0.50
21.1.1
Place AC 2", A-12.5 EVAC
198.00 TN
$117.14
$23,193.16
0.50
21.2
Build Sequence A, 2" Thick Surface Course (Patching/Tie-Ins)
378.00 SY
$36.78
$13,901.12
1.00
21.2.1
Place AC 2", A-12.5 EVAC
42.00 TN
$330.98
$13,901.12
1.00
21.3
Build Sequence B, 2" Thick Surface Course (14' Mainline)
975.00 SY
$15.69
$15,294.41
0.50
21.3.1
Place AC 2", A-12.5 EVAC
109.00 TN
$140.32
$15,294.41
0.50
21.4
Build Sequence B, 2" Thick Surface Course (Driveway #1 & Patching/Tie-Ins)
57.00 SY
$143.21
$8,162.72
0.75
21.4.1
Place AC 2", A-12.5 EVAC
6.00 TN
$1,360.45
$8,162.72
0.75
21.5
Perservation Seal
3,176.00 SY
$0.40
$1,270.40
0.00
22
Asphaltic Concrete Pavement (3 In Base Course, A-19.0 EVAC)
3,176.00 SY
$24.38
$77,426.73
3.75
22.1
Build Sequence A, 3" Thick Base Course (12' & 14' Mainline)
1,766.00 SY
$17.98
$31,756.66
0.50
22.1.1
Place AC 3", A-19 EVAC
297.00 TN
$106.92
$31,756.66
0.50
22.2
Build Sequence A, 3" Thick Base Course (Patching/Tie-Ins)
378.00 SY
$41.81
$15,805.62
1.00
22.2.1
Place AC 3", A-19 EVAC
64.00 TN
$246.96
$15,805.62
1.00
22.3
Build Sequence B, 3" Thick Base Course (14' Mainline)
975.00 SY
$20.57
$20,052.66
0.50
22.3.1
Place AC 2", A-19 EVAC
164.00 TN
$122.27
$20,052.66
0.50
22.4
Build Sequence B, 3" Thick Base Course (Driveway #1 & Patching/Tie-Ins)
57.00 SY
$149.30
$8,510.22
0.75
22.4.1
Place AC 2", A-19 EVAC
10.00 TN
$851.02
$8,510.22
0.75
22.5
Sawcut 3" Thick AC for Clean Edge Line, Build Sequence B
661.00 LF
$1.97
$1,301.55
1.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
23
Bituminous Tack Coat SS-1H, Diluted
3,176.00 SY
$0.33
$1,048.08
0.00
23.1
Bituminous Tack Coat SS-1H, Diluted
3,176.00 SY
$0.33
$1,048.08
0.00
24
Concrete Landscape Header
50.00 LF
$7.50
$375.00
0.00
24.1
Concrete Landscape Header - (Driveway #1)
50.00 LF
$7.50
$375.00
0.00
25
Vertical Curb & Gutter, Type A, H=6 In, MAG Det 220-1
750.00 LF
$28.34
$21,252.02
5.29
25.1
Cut Curb Grade
750.00 LF
$6.12
$4,591.12
2.50
25.2
Pre-Trim
580.00 LF
$0.83
$483.68
0.18
25.3
Set String Line
580.00 LF
$0.56
$325.90
0.19
25.4
MAG 220-1 A 6" Vertical Curb & Gutter (Machine)
580.00 LF
$14.40
$8,353.22
0.64
25.5
MAG 220-1 A 6" Vertical Curb & Gutter (Hand)
170.00 LF
$34.81
$5,917.70
1.09
25.6
Backfill Curb
750.00 LF
$1.87
$1,401.74
0.63
25.7
MAG 220-1 A 6" Vertical Curb & Gutter Remove & Replace (Unbillable)
7.50 LF
$23.82
$178.67
0.05
25.7.1
Vertical Curb and Gutter. MAG 220 Type A Remove (Unbillable)
7.50 LF
$9.95
$74.66
0.03
25.7.2
Vertical Curb and Gutter. MAG 220 Type A (Unbillable)
7.50 LF
$13.87
$104.01
0.02
26
Single Curb, Type A, MAG Det 222
1,627.00 LF
$27.52
$44,780.98
12.17
26.1
Cut Curb Grade
1,627.00 LF
$6.12
$9,959.67
5.42
26.2
Pre-Trim
1,109.00 LF
$0.83
$924.83
0.35
26.3
Set String Line
1,109.00 LF
$0.65
$725.80
0.37
26.4
MAG 222 A Single Curb (Machine)
1,109.00 LF
$11.81
$13,099.70
1.23
26.5
MAG 222 A Single Curb (Hand)
518.00 LF
$32.22
$16,688.96
3.32
26.6
Backfill Curb
1,627.00 LF
$1.87
$3,040.84
1.36
26.7
MAG 222 Single Curb Remove & Replace (Unbillable)
16.27 LF
$20.97
$341.18
0.11
26.7.1
Single Curb, MAG 222 A Remove (Unbillable)
16.27 LF
$9.76
$158.80
0.06
26.7.2
Single Curb, MAG 222 A (Unbillable)
16.27 LF
$11.21
$182.38
0.05
27
End Median Ramp, COC Det C-225
3.00 EA
$512.77
$1,538.30
0.26
27.1
Grade for Median Nose Transition
20.11 SY
$4.54
$91.23
0.04
27.2
F-P-S Median Nose Transition per COC C-225, 4" Thick
181.00 SF
$7.84
$1,419.24
0.21
27.3
COC C-225 Median Nose Transition (Unbillable R&R)
1.81 SF
$15.38
$27.83
0.01
28
Concrete Sidewalk, MAG Det 230
105.00 SF
$5.18
$543.43
0.08
28.1
Cut Sidewalk Grade
17.50 LF
$1.05
$18.43
0.01
28.2
MAG 230 6' Sidewalk, 4" Thick (Hand)
105.00 SF
$4.87
$510.85
0.07
28.3
MAG 230 Sidewalk (Unbillable R&R)
1.05 SF
$13.48
$14.16
0.00
29
Concrete Curb Ramp With Detectable Warnings, COC Det C-258
2.00 EA
$5,798.33
$11,596.65
1.93
29.1
Cut Curb Ramp Grade
123.56 SY
$4.54
$560.48
0.24

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
29.2
F-P-S COC Det C-258 Sidewalk Ramp, 4" Thick (1 EA Single)
550.00 SF
$10.19
$5,605.71
0.86
29.3
F-P-S COC Det C-258 Sidewalk Ramp, 4" Thick (1 EA Double)
490.00 SF
$10.74
$5,260.85
0.77
29.4
Sidewalk Ramp Remove & Replace (Unbillable)
10.40 SF
$16.31
$169.61
0.05
29.4.1
Sidewalk Ramp, Remove (Unbillable)
10.40 SF
$9.40
$97.79
0.04
29.4.2
Sidewalk Ramp (Unbillable)
10.40 SF
$6.91
$71.82
0.01
30
Concrete Apron And Valley Gutter, MAG Det 240
876.00 SF
$17.62
$15,438.52
2.32
30.1
Grade for Apron & Valley Gutter
97.33 SY
$4.54
$441.53
0.19
30.2
MAG 240 6' Valley Gutter & Aprons
876.00 SF
$16.32
$14,295.88
2.11
30.3
MAG 240 Valley Gutter/Apron (Unbillable R&R)
8.76 SF
$13.83
$121.11
0.02
30.4
Crack Seal Valley Gutter Edges - (Driveway #1)
232.00 LF
$2.50
$580.00
0.00
31
Interlocking Concrete Pavers
790.00 SF
$8.91
$7,039.87
0.13
31.1
Interlocking Concrete Pavers - (Driveway #1)
790.00 SF
$8.00
$6,320.00
0.00
31.2
Subgrade Preparation
87.78 SY
$1.07
$93.73
0.03
31.3
Per MAG 225, Purchase & Place ABC 4"
19.00 TN
$20.88
$396.68
0.03
31.4
Compact & Finish Grade ABC 4"
87.78 SY
$2.61
$229.46
0.06
32
Adjust Manhole Frame & Cover, MAG Det 422 & COC Det C-401
1.00 EA
$8,604.87
$8,604.87
0.63
32.1
Pre-Lower Manhole - (Driveway #1)
1.00 EA
$950.00
$950.00
0.00
32.2
Adjust Manhole Frame & Cover, MAG 422 & COC C-401 - (Driveway #1)
1.00 EA
$925.00
$925.00
0.00
32.3
Rotate Exisitng Manhole Cone/Shaft From Conflicting New Single Curb
1.00 EA
$6,729.87
$6,729.87
0.63
32.3.1
Dig, Prep & Backfill
1.00 EA
$483.97
$483.97
0.13
32.3.2
Remove & Rotate Ex. Manhole Cone
1.00 EA
$1,935.90
$1,935.90
0.50
32.3.3
Grout & Epoxy Ex. 60" Sewer MH (Joint of Top Shaft & Cone ONLY)
1.00 EA
$4,310.00
$4,310.00
0.00
33
Remove Pipe, Backfill & Compact, D=24 In
18.00 LF
$139.65
$2,513.66
1.01
33.1
Cut & Remove Pipe, Backfill & Compact, 24"  RGRCP
18.00 LF
$135.98
$2,447.63
1.00
33.2
Load, Haul and Dispose of 24" Pipe
0.50 LD
$132.07
$66.03
0.01
34
Remove Catch Basin
1.00 EA
$2,865.98
$2,865.98
1.01
34.1
Remove Catch Basin
1.00 EA
$2,799.94
$2,799.94
1.00
34.2
Load, Haul and Dispose of Catch Basin
0.50 LD
$132.07
$66.03
0.01
35
Remove Concrete Curb & Gutter
742.00 LF
$6.62
$4,913.89
2.37
35.1
Sawcut Curb
6.00 EA
$21.24
$127.43
0.19
35.2
Remove Concrete Curb and Gutter
742.00 LF
$5.48
$4,066.25
2.07
35.3
Load, Haul and Dispose (10CY/LD)
5.25 LD
$137.18
$720.21
0.12
36
Remove Concrete Single Curb
1,677.00 LF
$6.18
$10,368.90
5.04
36.1
Sawcut Curb
6.00 EA
$21.24
$127.43
0.19

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
36.2
Remove Concrete Single Curb
1,677.00 LF
$5.49
$9,203.00
4.68
36.3
Load, Haul and Dispose (10CY/LD)
7.57 LD
$137.18
$1,038.47
0.17
37
Remove Concrete Header
13.00 LF
$1.85
$24.03
0.01
37.1
Remove Concrete Header
13.00 LF
$1.64
$21.28
0.01
37.2
Load, Haul and Dispose (10CY/LD)
0.02 LD
$137.18
$2.74
0.00
38
Remove Valley Gutter
650.00 SF
$4.09
$2,661.63
1.09
38.1
Sawcut Valley Gutter @ CL, 9'' Thick
3.00 LF
$7.08
$21.24
0.03
38.2
Remove Concrete Valley Gutter
650.00 SF
$3.49
$2,268.62
1.00
38.3
Load, Haul and Dispose (10CY/LD)
2.71 LD
$137.18
$371.76
0.06
39
Remove Concrete Sidewalk Ramps
3.00 EA
$463.36
$1,390.08
0.62
39.1
Sawcut Ramp, 4" Thick
42.00 LF
$1.52
$63.71
0.09
39.2
Remove Concrete Sidewalk Ramps
603.00 SF
$1.88
$1,134.31
0.50
39.3
Load, Haul and Dispose (10CY/LD)
1.40 LD
$137.18
$192.06
0.03
40
Remove & Salvage Existing Sign
4.00 EA
$36.75
$147.00
0.00
40.1
Remove & Salvage Existing Sign - (Driveway #1)
4.00 EA
$36.75
$147.00
0.00
41
Remove Existing Post & Foundation
2.00 EA
$78.75
$157.50
0.00
41.1
Remove Existing Post & Foundation - (Driveway #1)
2.00 EA
$78.75
$157.50
0.00
42
Remove Asphaltic Concrete Pavement
2,566.00 SY
$12.73
$32,656.80
6.98
42.1
Sawcut AC 5" Thick
2,566.00 LF
$1.59
$4,069.89
5.29
42.2
Crack Seal Match Lines/Patching - (Driveway #1)
2,566.00 LF
$2.50
$6,415.00
0.00
42.3
Remove Existing Asphalt, Avg. 5.5" Thick
1,150.00 SY
$7.75
$8,915.67
1.69
42.3.1
Remove Asphalt
1,150.00 SY
$2.63
$3,028.74
0.97
42.3.2
Load, Haul & Dispose of AC (10CY/LD or 20TNS/LD)
32.25 LD
$182.54
$5,886.93
0.72
42.4
AC Mill, Bulid Sequence B
1,416.00 SY
$9.36
$13,256.24
0.00
42.4.1
AC Milling Mob
1.00 EA
$3,500.00
$3,500.00
0.00
42.4.2
Mill 14'-22' Wide Pavement, Avg. 5.5" AC on 7" ABC (Load, Haul, & Dispose of 
1,416.00 SY
$6.89
$9,756.24
0.00
43
Miscellaneous Removals And Other Work
1.00 LS
$3,922.55
$3,922.55
1.50
43.1
Temporary Asphalt Cold Patches
1.00 LS
$3,922.55
$3,922.55
1.50
44
Landscape Establishment
1.00 LS
$1,000.00
$1,000.00
0.00
44.1
Landscape Establishment - (Driveway #1)
1.00 LS
$1,000.00
$1,000.00
0.00
45
Tree - 36 In Box, 1.75-2.5 In Cal
3.00 EA
$450.00
$1,350.00
0.00
45.1
Tree - 36 In Box, 1.75-2.5 In Cal - (Driveway #1)
3.00 EA
$450.00
$1,350.00
0.00
46
Palm - 24' HT
4.00 EA
$4,500.00
$18,000.00
0.00
46.1
Palm - 24' HT - (Driveway #1)
4.00 EA
$4,500.00
$18,000.00
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
47
Plant - 5 Gal
70.00 EA
$25.00
$1,750.00
0.00
47.1
Plant - 5 Gal - (Driveway #1)
70.00 EA
$25.00
$1,750.00
0.00
48
Decomposed Granite (To Match Existing)
7,047.00 SF
$0.60
$4,228.20
0.00
48.1
Decomposed Granite (To Match Existing) - (Driveway #1)
7,047.00 SF
$0.60
$4,228.20
0.00
49
Landscape And Irrigation Restoration
1.00 LS
$8,970.00
$8,970.00
0.00
49.1
Landscape And Irrigation Restoration - (Driveway #1)
1.00 LS
$5,970.00
$5,970.00
0.00
49.2
Temporary Landscape Irrigation Allowance - (Driveway #1)
3.00 MN
$1,000.00
$3,000.00
0.00
50
Remove Paint Stripe
8,425.00 LF
$0.90
$7,582.50
0.00
50.1
Remove Paint Stripe & Seal - (Driveway #1)
8,425.00 LF
$0.90
$7,582.50
0.00
51
Remove Painted Symbol (Bike Lane Marking Set)
6.00 EA
$90.00
$540.00
0.00
51.1
Remove Painted Symbol (Bike Lane Marking Set) & Seal - (Driveway #1)
6.00 EA
$90.00
$540.00
0.00
52
Remove Thermoplastic Arrow
3.00 EA
$90.00
$270.00
0.00
52.1
Remove Thermoplastic Arrow & Seal - (Driveway #1)
3.00 EA
$90.00
$270.00
0.00
53
Remove Raised Pavement Marker
171.00 EA
$1.50
$256.50
0.00
53.1
Remove Raised Pavement Marker - (Driveway #1)
171.00 EA
$1.50
$256.50
0.00
54
4 In White Traffic Paint Stripe
6,313.00 LF
$0.38
$2,398.94
0.00
54.1
4 In White Traffic Paint Stripe - (Driveway #1)
6,313.00 LF
$0.38
$2,398.94
0.00
55
4 In Yellow Traffic Paint Stripe
1,540.00 LF
$0.38
$585.20
0.00
55.1
4 In Yellow Traffic Paint Stripe - (Driveway #1)
1,540.00 LF
$0.38
$585.20
0.00
56
4 In White Thermoplastic Traffic Stripe
3,270.00 LF
$0.64
$2,092.80
0.00
56.1
4 In White Thermoplastic Traffic Stripe - (Driveway #1)
3,270.00 LF
$0.64
$2,092.80
0.00
57
Thermoplastic/Preformed Symbol (Left Turn Arrow)
1.00 EA
$105.00
$105.00
0.00
57.1
Thermoplastic/Preformed Symbol (Left Turn Arrow) - (Driveway #1)
1.00 EA
$105.00
$105.00
0.00
58
Thermoplastic/Preformed Symbol (Right Turn Arrow)
5.00 EA
$105.00
$525.00
0.00
58.1
Thermoplastic/Preformed Symbol (Right Turn Arrow) - (Driveway #1)
5.00 EA
$105.00
$525.00
0.00
59
Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
6.00 EA
$55.00
$330.00
0.00
59.1
Thermoplastic/Preformed Symbol (Bike Lane Marking Set) - (Driveway #1)
6.00 EA
$55.00
$330.00
0.00
60
Paint Median Nose
3.00 EA
$75.00
$225.00
0.00
60.1
Paint Median Nose - (Driveway #1)
3.00 EA
$75.00
$225.00
0.00
61
Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way)
54.00 EA
$2.90
$156.60
0.00
61.1
Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) - (Driveway #1)
54.00 EA
$2.90
$156.60
0.00
62
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
178.00 EA
$2.90
$516.20
0.00
62.1
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way) - (Driveway #1)
178.00 EA
$2.90
$516.20
0.00
63
Perforated Sign Post
46.00 LF
$13.65
$627.90
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
63.1
Perforated Sign Post - (Driveway #1)
46.00 LF
$13.65
$627.90
0.00
64
Perforated Sign Post Foundation
4.00 EA
$141.75
$567.00
0.00
64.1
Perforated Sign Post Foundation - (Driveway #1)
4.00 EA
$141.75
$567.00
0.00
65
Flat Sheet Aluminum Sign Panel, High Intensity Grade
35.00 SF
$26.25
$918.75
0.00
65.1
Flat Sheet Aluminum Sign Panel, High Intensity Grade - (Driveway #1)
35.00 SF
$26.25
$918.75
0.00
66
Modify Traffic Signal
1.00 LS
$3,000.00
$3,000.00
0.00
66.1
Modify Traffic Signal - (Driveway #1)
1.00 LS
$3,000.00
$3,000.00
0.00
67
Relocate Existing Electrical Junction Box (In Median)
1.00 EA
$2,200.00
$2,200.00
0.00
67.1
Relocate Existing Electrical Junction Box (In Median) - (Driveway #1)
1.00 EA
$2,200.00
$2,200.00
0.00
68
Video Image Detection System, 4 Approaches
1.00 LS
$1,972.80
$1,972.80
0.00
68.1
Video Image Detection System, 4 Approaches - (Driveway #1)
1.00 LS
$1,972.80
$1,972.80
0.00
69
CCTV Camera And Field Equipment
1.00 EA
$1,315.20
$1,315.20
0.00
69.1
CCTV Camera And Field Equipment - (Driveway #1)
1.00 EA
$1,315.20
$1,315.20
0.00
70
Network Switch Etherwan
1.00 EA
$0.00
$0.00
0.00
70.1
Network Switch Etherwan - (Driveway #1) (ALL COST IN GMP 1)
1.00 EA
$0.00
$0.00
0.00
71
Catch Basin, MAG Det 533, Type D, L=17, One 17 Ft Wing
1.00 EA
$11,778.51
$11,778.51
2.88
71.1
Excavate
1.00 EA
$181.41
$181.41
0.13
71.2
Backfill
1.00 EA
$300.74
$300.74
0.13
71.3
MAG 533-1 D, Catch Basin on 24" Pipe (DCS Priced)
1.00 EA
$10,695.41
$10,695.41
2.50
71.3.1
F-P-S MAG 533-1 D Catch Basin (4.95' Deep)
450.00 SF
$21.32
$9,595.41
2.50
71.3.2
(Hardware) MAG 533-1 Catch Basin Type D Single, L=17' w/ MAG 533-3 Bicyc
1.00 EA
$1,100.00
$1,100.00
0.00
71.4
Grout Ex. 24" RCP Inlet Pipe to New CB
1.00 EA
$600.95
$600.95
0.13
72
24 In RGRCP, Class IV
11.00 LF
$591.53
$6,506.83
1.25
72.1
Dig, Lay & Backfill, <5' Deep, (Excavate 7 CY)
11.00 LF
$351.98
$3,871.79
1.00
72.2
Hydro-Vac Storm Drain
11.00 LF
$3.31
$36.41
0.00
72.3
CCTV 24" Storm Drain Pipe
11.00 LF
$2.40
$26.40
0.00
72.4
Purchased Bedding
11.00 LF
$9.74
$107.10
0.00
72.5
Material
11.00 LF
$120.91
$1,330.00
0.00
72.6
Concrete Pipe Collar for 24 in Pipe, MAG Detail 505
1.00 EA
$1,135.13
$1,135.13
0.25
73
Storm Drain Manhole, MAG Det 520 & 522
1.00 EA
$6,209.92
$6,209.92
0.25
73.1
Dig, Prep & Backfill
1.00 EA
$483.97
$483.97
0.13
73.2
Storm Drain Manhole, MAG Det 520, 522, & 423-2
1.00 EA
$4,600.00
$4,600.00
0.00
73.3
Grout Ex. 24" RCP Outlet Pipe to New MH
1.00 EA
$600.95
$600.95
0.13
73.4
Concrete Collar for MH Outside Paved Area - (Driveway #1)
1.00 EA
$525.00
$525.00
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
74
Allowance: Roadway And Concrete Flatwork
1.00 AL
$5,000.00
$5,000.00
0.00
75
Allowance: Landscaping
1.00 AL
$3,000.00
$3,000.00
0.00
76
Allowance: Traffic Signal And Communications Facilities
1.00 AL
$50,000.00
$50,000.00
0.00
77
Allowance: SRP Electrical
1.00 AL
$15,000.00
$15,000.00
0.00
78
Allowance: Furnish And Install Temporary Fencing
1.00 AL
$3,000.00
$3,000.00
0.00
79
Allowance: Wet Utilities
1.00 AL
$5,000.00
$5,000.00
0.00
80
Allowance: Dry Utilities
1.00 AL
$5,000.00
$5,000.00
0.00
81
Allowance: Storm Drain
1.00 AL
$3,000.00
$3,000.00
0.00
82
Allowance: Removals
1.00 AL
$3,000.00
$3,000.00
0.00
83
Allowance: Subgrade Mitigation
1.00 AL
$40,000.00
$40,000.00
0.00
84
Allowance: Material, Labor & Equipment Increases
1.00 AL
$50,000.00
$50,000.00
0.00
85
Allowance: Scope Change From 90% Plans & Specs to 100% Plans & Sp
1.00 AL
$50,000.00
$50,000.00
0.00
85.1
Allowance: Scope Change From 90% Plans & Specs to 100% Plans & Specs
1.00 AL
$50,000.00
$50,000.00
0.00
86
Construction Yard Facilities
4.00 MN
$4,047.41
$16,189.63
1.36
86.1
J-John & Hand Wash (2 EA)
4.00 MN
$238.50
$954.00
0.00
86.2
Yard Fencing (210'x210')
4.00 MN
$223.50
$894.00
0.00
86.3
ABC Parking/Laydown Area
1.00 EA
$8,869.63
$8,869.63
1.36
86.3.1
Prep Grade for ABC
2,500.00 SY
$0.75
$1,885.54
0.45
86.3.2
Place and Finsh ABC 2"
2,500.00 SY
$1.51
$3,771.09
0.91
86.3.3
Purchase ABC Material
210.00 TN
$15.30
$3,213.00
0.00
86.4
40 CY Roll Off
4.00 MN
$368.00
$1,472.00
0.00
86.5
Monthly Yard Rental
4.00 MN
$1,000.00
$4,000.00
0.00
87
Supervision
4.00 MN
$33,978.84
$135,915.36
88.00
87.1
Onsite Supervision (.5 PM, 1 Superintendent, .5 PE)
4.00 MN
$33,978.84
$135,915.36
88.00
88
Street Sweeper, Maintenance
4.00 MN
$3,136.00
$12,544.00
16.00
88.1
Street Sweeper, Maintenance (8 HR/WK)
4.00 MN
$3,136.00
$12,544.00
16.00
89
Track Out Installation
1.00 LS
$7,043.59
$7,043.59
1.00
89.1
Track-Out Pad Installation
1.00 EA
$5,398.59
$5,398.59
1.00
89.2
Purchase Track-Out Refreash During Construction
1.00 LS
$1,645.00
$1,645.00
0.00
90
Construction Water/Dust Control
1.00 LS
$28,441.30
$28,441.30
101.40
90.1
Water Tower Rental
4.00 MN
$1,936.00
$7,744.00
88.00
90.2
Construction Water Supply Setup and Takedown
1.00 LS
$3,688.59
$3,688.59
2.00
90.3
Purchase Construciton Water
4.00 MN
$900.00
$3,600.00
0.00
90.4
Dust Control Permit
1.00 LS
$4,766.46
$4,766.46
0.40

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
90.4.1
Dust Control Permit (10 to 50 Acres)
1.00 MN
$3,855.00
$3,855.00
0.00
90.4.2
Dust Control Sign
1.00 EA
$911.46
$911.46
0.40
90.5
Daily Job Site Dust Control Application and Coordinator
2.00 MN
$4,321.12
$8,642.25
11.00
91
Mobilization/Demobilization
1.00 LS
$26,632.80
$26,632.80
6.00
91.1
Pothole Existing Utilties
2.00 DA
$1,766.58
$3,533.17
2.00
91.2
DCS Mobilization
1.00 LS
$14,800.00
$14,800.00
0.00
91.2.1
Grading Mobilization
1.00 EA
$5,200.00
$5,200.00
0.00
91.2.2
Concrete Mobilization
1.00 EA
$4,400.00
$4,400.00
0.00
91.2.3
Subgrade Prep/Paving Mobilization
1.00 EA
$5,200.00
$5,200.00
0.00
91.3
Final Site Cleanup
4.00 DA
$2,074.91
$8,299.63
4.00
92
Subcontractor Mobilization/Demobilization
1.00 LS
$9,825.00
$9,825.00
0.00
92.1
Subcontractor Mobilization
1.00 LS
$9,825.00
$9,825.00
0.00
92.1.1
Electrical Mobilization - (Driveway #4)
1.00 EA
$1,200.00
$1,200.00
0.00
92.1.2
Landscape Mobilization  - (Driveway #4)
1.00 LS
$2,500.00
$2,500.00
0.00
92.1.3
Paving Mobilization - (Driveway #4)
2.00 EA
$1,800.00
$3,600.00
0.00
92.1.4
Signage Mobilization - (Driveway #4)
2.00 EA
$262.50
$525.00
0.00
92.1.5
Oblit. & Striping Mobilization - (Driveway #4)
2.00 EA
$1,000.00
$2,000.00
0.00
93
Traffic Control
1.00 LS
$129,409.23
$129,409.23
88.00
93.1
Barricade Coordinator During Traffic Flips
4.00 MN
$11,857.21
$47,428.86
88.00
93.2
Traffic Control (Phase 2, Sequence A)
120.00 DA
$497.55
$59,706.39
0.00
93.3
Traffic Control (Phase 2, Sequence B)
40.00 DA
$556.85
$22,273.98
0.00
94
Project Pre-Warning Variable Message Boards, 2 EA
120.00 DA
$46.68
$5,601.96
0.00
94.1
2 EA - Pre-Warning Variable Message Boards (Phase 2)
120.00 DA
$46.68
$5,601.96
0.00
95
Shadow Truck
40.00 HR
$60.06
$2,402.40
0.00
95.1
Shadow Truck (Phase 2)
40.00 HR
$60.06
$2,402.40
0.00
96
Officer and Car
880.00 HR
$96.25
$84,700.00
0.00
96.1
Uniformed Officer, 8HR/DAY
880.00 HR
$96.25
$84,700.00
0.00
97
Construction Surveying And Layout
1.00 LS
$30,936.00
$30,936.00
0.00
97.1
Construction Surveying And Layout - (Driveway #4)
1.00 LS
$27,936.00
$27,936.00
0.00
97.2
Restaking Allowance - (Driveway #4)
1.00 AL
$3,000.00
$3,000.00
0.00
98
Contractor Quality Control/Material Testing
1.00 LS
$24,670.00
$24,670.00
0.00
98.1
Contractor Quality Control/Material Testing - (Driveway #4)
1.00 LS
$24,670.00
$24,670.00
0.00
99
Tree Protection Fence
1.00 LS
$1,500.00
$1,500.00
0.00
99.1
Tree Protection Fence - (Driveway #4)
1.00 LS
$1,500.00
$1,500.00
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
100
Erosion Control (SWPPP Preparation, Installation, Maintenance, And Re
1.00 LS
$8,234.80
$8,234.80
1.91
100.1
Erosion Control (SWPPP Preparation, Installation, Maintenance & Removal)
1.00 LS
$7,884.80
$7,884.80
1.91
100.1.1
SWPPP Preparation
1.00 LS
$1,000.00
$1,000.00
0.00
100.1.2
Install BMP
527.00 LF
$7.94
$4,186.04
1.00
100.1.3
Maintain BMP
132.00 LF
$5.91
$780.49
0.25
100.1.4
Concrete Wash Out (128 CY/10CY/Load= 13 Loads x .75 CY/Ld = 10 CYDS of 
1.00 LS
$1,918.27
$1,918.27
0.66
100.2
AZPDES Permit and Notifications
1.00 LS
$350.00
$350.00
0.00
100.2.1
ADEQ NOI-NOT Filing Fee
1.00 LS
$350.00
$350.00
0.00
101
Clearing And Grubbing
1.00 LS
$4,205.31
$4,205.31
1.75
101.1
Clearing and Grubbing
1.00 LS
$1,502.65
$1,502.65
0.50
101.1.1
Remove Large Shrub/Hedge/Bush
15.00 EA
$51.61
$774.17
0.25
101.1.2
Remove Weed/Grass/Brush
0.36 AC
$1,011.78
$364.24
0.13
101.1.3
Load Vegetation
1.00 LD
$364.24
$364.24
0.13
101.2
Haul & Dispose of Vegetation
1.00 LD
$793.00
$793.00
0.25
101.3
Haul and Stock Pile Granite - (Approx. 7,358 SF @ 2" Thick)
1.00 LS
$1,909.66
$1,909.66
1.00
102
Remove & Demolish Existing Trees/Palm Trees
5.00 EA
$975.00
$4,875.00
0.00
102.1
Remove, Demolish & Dispose of Existing Trees/Palm Trees (Driveway #4)
5.00 EA
$975.00
$4,875.00
0.00
103
Subgrade Preparation
1,077.00 SY
$36.04
$38,814.29
10.62
103.1
Build Sequence A, Roadway Excavation
988.00 SY
$15.11
$14,927.72
3.32
103.1.1
Mass Excavation (Cut to Stock Pile)
494.00 CY
$10.84
$5,356.16
1.41
103.1.2
Finish Grading
988.00 SY
$2.18
$2,156.07
0.49
103.1.3
Export (Ten Wheelers)
494.00 CY
$15.01
$7,415.49
1.41
103.2
Build Sequence B, Roadway Excavation
89.00 SY
$15.25
$1,357.63
0.30
103.2.1
Mass Excavation (Cut to Stock Pile)
45.00 CY
$10.84
$487.91
0.13
103.2.2
Finish Grading
89.00 SY
$2.18
$194.22
0.04
103.2.3
Export (Ten Wheelers)
45.00 CY
$15.01
$675.50
0.13
103.3
Build Sequence A, Subgrade Preparation
959.00 SY
$14.07
$13,491.01
4.00
103.3.1
Subgrade Preparation (8'-15' Turning Lane)
655.00 SY
$6.86
$4,493.05
1.00
103.3.2
Subgrade Preparation (Driveway #4 & Patching/Tie-ins)
304.00 SY
$29.60
$8,997.97
3.00
103.4
Build Sequence B, Subgrade Preparation
118.00 SY
$50.84
$5,998.64
2.00
103.4.1
Subgrade Preparation (Chaparral Way & Patching/Tie-ins)
118.00 SY
$50.84
$5,998.64
2.00
103.5
Parkway Grading
625.00 LF
$4.86
$3,039.28
1.00
104
Aggregate Base Course, 7 In Thick
237.00 SY
$65.28
$15,471.69
4.00
104.1
Build Sequence A, ABC 7" Thick (Driveway #4)
191.00 SY
$42.66
$8,148.94
2.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
104.1.1
Purchase & Place ABC 7"
71.00 TN
$63.07
$4,477.62
1.00
104.1.2
Compact & Finish Grade ABC 7"
191.00 SY
$19.22
$3,671.32
1.00
104.2
Build Sequence B, ABC 7" Thick (Chaparral Way)
46.00 SY
$159.19
$7,322.74
2.00
104.2.1
Purchase & Place ABC 7"
17.00 TN
$214.79
$3,651.42
1.00
104.2.2
Compact & Finish Grade ABC 7"
46.00 SY
$79.81
$3,671.32
1.00
105
Aggregate Base Course, 12 In Thick
840.00 SY
$36.23
$30,429.60
5.00
105.1
Build Sequence A, ABC 12" Thick (8'-15' Turning Lane)
655.00 SY
$24.75
$16,209.02
2.00
105.1.1
Purchase & Place ABC 12"
419.00 TN
$26.95
$11,290.44
1.00
105.1.2
Compact & Finish Grade ABC 12"
655.00 SY
$7.51
$4,918.58
1.00
105.2
Build Sequence A, ABC 12" Thick (Patching/Tie-Ins)
113.00 SY
$46.37
$5,239.99
1.00
105.2.1
Purchase & Place ABC 12"
72.00 TN
$43.54
$3,134.67
0.50
105.2.2
Compact & Finish Grade ABC 12"
113.00 SY
$18.63
$2,105.32
0.50
105.3
Build Sequence B, ABC 12" Thick (Patching/Tie-Ins)
72.00 SY
$124.73
$8,980.58
2.00
105.3.1
Purchase & Place ABC 12"
46.00 TN
$103.69
$4,769.94
1.00
105.3.2
Compact & Finish Grade ABC 12"
72.00 SY
$58.48
$4,210.64
1.00
106
Asphaltic Concrete Pavement (2 In Surface Course, A-12.5 EVAC)
1,077.00 SY
$39.21
$42,224.27
3.00
106.1
Build Sequence A, 2" Thick Surface Course (8'-15' Turning Lane)
655.00 SY
$18.61
$12,188.16
0.50
106.1.1
Place AC 2", A-12.5 EVAC
74.00 TN
$164.70
$12,188.16
0.50
106.2
Build Sequence A, 2" Thick Surface Course (Driveway #4)
191.00 SY
$63.02
$12,037.37
1.00
106.2.1
Place AC 2", A-12.5 EVAC
21.00 TN
$573.21
$12,037.37
1.00
106.3
Build Sequence A, 2" Thick Surface Course (Patching/Tie-Ins)
113.00 SY
$55.23
$6,240.56
0.50
106.3.1
Place AC 2", A-12.5 EVAC
13.00 TN
$480.04
$6,240.56
0.50
106.4
Build Sequence B, 2" Thick Surface Course (Chaparral Way)
46.00 SY
$120.23
$5,530.56
0.50
106.4.1
Place AC 2", A-12.5 EVAC
5.00 TN
$1,106.11
$5,530.56
0.50
106.5
Build Sequence B, 2" Thick Surface Course (Patching/Tie-Ins)
72.00 SY
$80.51
$5,796.81
0.50
106.5.1
Place AC 2", A-12.5 EVAC
8.00 TN
$724.60
$5,796.81
0.50
106.6
Perservation Seal
1,077.00 SY
$0.40
$430.80
0.00
107
Asphaltic Concrete Pavement (3 In Base Course, A-19.0 EVAC)
1,077.00 SY
$43.71
$47,078.92
3.13
107.1
Build Sequence A, 3" Thick Surface Course (Driveway #4)
191.00 SY
$68.01
$12,989.62
1.00
107.1.1
Place AC 3", A-19 EVAC
32.00 TN
$405.93
$12,989.62
1.00
107.2
Build Sequence A, 3" Thick Base Course (8'-15' Turning Lane)
655.00 SY
$23.36
$15,300.66
0.50
107.2.1
Place AC 3", A-19 EVAC
110.00 TN
$139.10
$15,300.66
0.50
107.3
Build Sequence A, 3" Thick Base Course (Patching/Tie-Ins)
113.00 SY
$59.81
$6,758.81
0.50
107.3.1
Place AC 3", A-19 EVAC
19.00 TN
$355.73
$6,758.81
0.50

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
107.4
Build Sequence B, 3" Thick Surface Course (Chaparral Way)
46.00 SY
$125.89
$5,790.81
0.50
107.4.1
Place AC 3", A-19 EVAC
8.00 TN
$723.85
$5,790.81
0.50
107.5
Build Sequence B, 3" Thick Base Course (Patching/Tie-Ins)
72.00 SY
$85.32
$6,142.81
0.50
107.5.1
Place AC 2", A-19 EVAC
12.00 TN
$511.90
$6,142.81
0.50
107.6
Sawcut 3" Thick AC for Clean Edge Line, Build Sequence B
49.00 LF
$1.96
$96.19
0.13
108
Bituminous Tack Coat Ss-1H, Diluted
1,077.00 SY
$0.33
$355.41
0.00
108.1
Bituminous Tack Coat SS-1H, Diluted
1,077.00 SY
$0.33
$355.41
0.00
109
Vertical Curb & Gutter, Type A, H=6 In, MAG Det 220-1
625.00 LF
$43.04
$26,898.57
6.66
109.1
Cut Curb Grade
625.00 LF
$6.12
$3,825.93
2.08
109.2
MAG 220-1 A 6" Vertical Curb & Gutter (Hand)
625.00 LF
$34.81
$21,756.10
4.01
109.3
Backfill Curb
625.00 LF
$1.87
$1,168.11
0.52
109.4
MAG 220-1 A 6" Vertical Curb & Gutter Remove & Replace (Unbillable)
6.25 LF
$23.75
$148.42
0.04
109.4.1
Vertical Curb and Gutter. MAG 220 Type A Remove (Unbillable)
6.25 LF
$9.95
$62.22
0.02
109.4.2
Vertical Curb and Gutter. MAG 220 Type A (Unbillable)
6.25 LF
$13.79
$86.21
0.02
110
Concrete Curb Ramp With Detectable Warnings, COC Det C-258
4.00 EA
$6,348.48
$25,393.93
4.23
110.1
Cut Curb Ramp Grade
255.33 SY
$4.54
$1,158.24
0.51
110.2
F-P-S COC Det C-258 Sidewalk Ramp, 4" Thick (2 EA Single)
1,143.00 SF
$10.18
$11,631.71
1.80
110.3
F-P-S COC Det C-258 Sidewalk Ramp, 4" Thick (2 EA Double)
1,155.00 SF
$10.59
$12,229.35
1.82
110.4
Sidewalk Ramp Remove & Replace (Unbillable)
22.98 SF
$16.30
$374.63
0.11
110.4.1
Sidewalk Ramp, Remove (Unbillable)
22.98 SF
$9.40
$216.09
0.09
110.4.2
Sidewalk Ramp (Unbillable)
22.98 SF
$6.90
$158.55
0.02
111
Concrete Apron And Valley Gutter, MAG Det 240
1,793.00 SF
$17.63
$31,608.37
4.75
111.1
Grade for Apron & Valley Gutter
199.22 SY
$4.54
$903.72
0.39
111.2
MAG 240 6' Valley Gutter & Aprons
1,793.00 SF
$16.31
$29,245.72
4.31
111.3
MAG 240 Valley Gutter/Apron (Unbillable R&R)
17.93 SF
$13.74
$246.42
0.04
111.4
Crack Seal Valley Gutter Edges - (Driveway #4)
485.00 LF
$2.50
$1,212.50
0.00
112
Adjust Valve Box & Cover, MAG Det 391-1 And COC Det C-307
2.00 EA
$1,225.00
$2,450.00
0.00
112.1
Pre-Lower Valve - (Driveway #4)
2.00 EA
$475.00
$950.00
0.00
112.2
Adjust Valve Box & Cover, MAG 391-1 & COC Det C-307- (Driveway #4)
2.00 EA
$750.00
$1,500.00
0.00
113
Remove Concrete Curb & Gutter
615.00 LF
$7.57
$4,653.42
2.28
113.1
Sawcut Curb
6.00 EA
$21.24
$127.43
0.19
113.2
Remove Concrete Curb and Gutter
615.00 LF
$6.39
$3,929.25
2.00
113.3
Load, Haul and Dispose (10CY/LD)
4.35 LD
$137.18
$596.74
0.10
114
Remove Valley Gutter
2,039.00 SF
$3.97
$8,085.19
3.36

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
114.1
Sawcut Valley Gutter @ CL, 9'' Thick
16.00 LF
$7.08
$113.27
0.17
114.2
Remove Concrete Valley Gutter
2,039.00 SF
$3.34
$6,805.87
3.00
114.3
Load, Haul and Dispose (10CY/LD)
8.50 LD
$137.18
$1,166.05
0.19
115
Remove Concrete Sidewalk
136.00 SF
$2.54
$345.18
0.17
115.1
Sawcut Sidewalk, 4" Thick
18.00 LF
$1.52
$27.31
0.04
115.2
Remove Concrete Sidewalk
136.00 SF
$2.09
$283.58
0.13
115.3
Load, Haul and Dispose (10CY/LD)
0.25 LD
$137.18
$34.30
0.01
116
Remove Concrete Sidewalk Ramps
2.00 EA
$637.12
$1,274.24
0.52
116.1
Remove Concrete Sidewalk Ramps
549.00 SF
$2.07
$1,134.31
0.50
116.2
Load, Haul and Dispose (10CY/LD)
1.02 LD
$137.18
$139.93
0.02
117
Remove & Salvage Existing Sign
9.00 EA
$36.75
$330.75
0.00
117.1
Remove & Salvage Existing Sign - (Driveway #4)
9.00 EA
$36.75
$330.75
0.00
118
Remove Existing Post & Foundation
6.00 EA
$78.75
$472.50
0.00
118.1
Remove Existing Post & Foundation - (Driveway #4)
6.00 EA
$78.75
$472.50
0.00
119
Remove Asphaltic Concrete Pavement
640.00 SY
$12.54
$8,027.53
3.08
119.1
Sawcut AC 5" Thick
895.00 LF
$1.93
$1,731.44
2.25
119.2
Crack Seal Match Lines/Patching - (Driveway #4)
895.00 LF
$2.50
$2,237.50
0.00
119.3
Remove Existing Asphalt, 5" Avg.
640.00 SY
$6.34
$4,058.58
0.83
119.3.1
Remove Asphalt
640.00 SY
$2.63
$1,685.56
0.54
119.3.2
Load, Haul & Dispose of AC (10CY/LD or 20TNS/LD)
13.00 LD
$182.54
$2,373.03
0.29
120
Miscellaneous Removals And Other Work
1.00 LS
$4,100.30
$4,100.30
1.63
120.1
Remove Existing Sign
1.00 EA
$177.75
$177.75
0.13
120.2
Temporary Asphalt Cold Patches
1.00 LS
$3,922.55
$3,922.55
1.50
121
Remove And Reinstall Sign
4.00 EA
$47.25
$189.00
0.00
121.1
Remove And Reinstall Sign - (Driveway #4)
4.00 EA
$47.25
$189.00
0.00
122
Landscape Establishment
1.00 LS
$1,000.00
$1,000.00
0.00
122.1
Landscape Establishment - (Driveway #4)
1.00 LS
$1,000.00
$1,000.00
0.00
123
Tree - 24 In Box, 1.0-1.5 In Cal Min
7.00 EA
$250.00
$1,750.00
0.00
123.1
Tree - 24 In Box, 1.0-1.5 In Cal Min - (Driveway #4)
7.00 EA
$250.00
$1,750.00
0.00
124
Plant - 5 Gal
23.00 EA
$25.00
$575.00
0.00
124.1
Plant - 5 Gal - (Driveway #4)
23.00 EA
$25.00
$575.00
0.00
125
Decomposed Granite (To Match Existing)
1,296.00 SF
$0.60
$777.60
0.00
125.1
Decomposed Granite (To Match Existing) - (Driveway #4)
1,296.00 SF
$0.60
$777.60
0.00
126
Landscape And Irrigation Restoration
1.00 LS
$9,970.00
$9,970.00
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
126.1
Landscape And Irrigation Restoration - (Driveway #4)
1.00 LS
$5,970.00
$5,970.00
0.00
126.2
Temporary Landscape Irrigation Allowance - (Driveway #4)
4.00 MN
$1,000.00
$4,000.00
0.00
127
Remove Paint Stripe
2,408.00 LF
$0.90
$2,167.20
0.00
127.1
Remove Paint Stripe & Seal - (Driveway #4)
2,408.00 LF
$0.90
$2,167.20
0.00
128
Remove Painted Symbol (Bike Lane Marking Set)
1.00 EA
$90.00
$90.00
0.00
128.1
Remove Painted Symbol (Bike Lane Marking Set) & Seal - (Driveway #1)
1.00 EA
$90.00
$90.00
0.00
129
Remove Raised Pavement Marker
67.00 EA
$1.50
$100.50
0.00
129.1
Remove Raised Pavement Marker - (Driveway #4)
67.00 EA
$1.50
$100.50
0.00
130
4 In White Traffic Paint Stripe
2,959.00 LF
$0.38
$1,124.42
0.00
130.1
4 In White Traffic Paint Stripe - (Driveway #4)
2,959.00 LF
$0.38
$1,124.42
0.00
131
4 In Yellow Traffic Paint Stripe
600.00 LF
$0.38
$228.00
0.00
131.1
4 In Yellow Traffic Paint Stripe - (Driveway #4)
600.00 LF
$0.38
$228.00
0.00
132
4 In White Thermoplastic Traffic Stripe
3,992.00 LF
$0.64
$2,554.88
0.00
132.1
4 In White Thermoplastic Traffic Stripe - (Driveway #4)
3,992.00 LF
$0.64
$2,554.88
0.00
133
Thermoplastic/Preformed Symbol (Lane Reduction Arrow)
3.00 EA
$280.00
$840.00
0.00
133.1
Thermoplastic/Preformed Symbol (Lane Reduction Arrow) - (Driveway #4)
3.00 EA
$280.00
$840.00
0.00
134
Thermoplastic/Preformed Symbol (Left Turn Arrow)
2.00 EA
$105.00
$210.00
0.00
134.1
Thermoplastic/Preformed Symbol (Left Turn Arrow) - (Driveway #4)
2.00 EA
$105.00
$210.00
0.00
135
Thermoplastic/Preformed Symbol (Right Turn Arrow)
3.00 EA
$105.00
$315.00
0.00
135.1
Thermoplastic/Preformed Symbol (Right Turn Arrow) - (Driveway #4)
3.00 EA
$105.00
$315.00
0.00
136
Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
2.00 EA
$55.00
$110.00
0.00
136.1
Thermoplastic/Preformed Symbol (Bike Lane Marking Set) - (Driveway #4)
2.00 EA
$55.00
$110.00
0.00
137
Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way)
26.00 EA
$2.90
$75.40
0.00
137.1
Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) - (Driveway #4)
26.00 EA
$2.90
$75.40
0.00
138
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
60.00 EA
$2.90
$174.00
0.00
138.1
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way) - (Driveway #4)
60.00 EA
$2.90
$174.00
0.00
139
Perforated Sign Post
80.00 LF
$13.65
$1,092.00
0.00
139.1
Perforated Sign Post - (Driveway #4)
80.00 LF
$13.65
$1,092.00
0.00
140
Perforated Sign Post Foundation
7.00 EA
$141.75
$992.25
0.00
140.1
Perforated Sign Post Foundation - (Driveway #4)
7.00 EA
$141.75
$992.25
0.00
141
Flat Sheet Aluminum Sign Panel, High Intensity Grade
29.00 SF
$26.25
$761.25
0.00
141.1
Flat Sheet Aluminum Sign Panel, High Intensity Grade - (Driveway #4)
29.00 SF
$26.25
$761.25
0.00
142
Remove And Salvage Traffic Signal
1.00 LS
$12,000.00
$12,000.00
0.00
142.1
Remove And Salvage Traffic Signal - (Driveway #4)
1.00 LS
$12,000.00
$12,000.00
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
143
Relocate Exisitng Utility Box
1.00 EA
$5,000.00
$5,000.00
0.00
143.1
Relocate Exisitng Utility Box - (Driveway #4)
1.00 EA
$5,000.00
$5,000.00
0.00
144
Remove Streetlight Pole
4.00 EA
$1,283.01
$5,132.04
0.52
144.1
Remove StreetLight Pole - (Driveway #4)
4.00 EA
$900.00
$3,600.00
0.00
144.2
Remove Light Pole Foundation (DCS House)
4.00 EA
$383.01
$1,532.04
0.52
144.2.1
Remove Pole Foundation
4.00 EA
$349.99
$1,399.97
0.50
144.2.2
Load, Haul and Dispose of Concrete Foundation
1.00 LD
$132.07
$132.07
0.02
145
SRP Lighting Pull Box (Contractor Supplied & Installed)
1.00 EA
$510.00
$510.00
0.00
145.1
SRP Lighting Pull Box (Contractor Supplied & Installed) - (Driveway #4)
1.00 EA
$510.00
$510.00
0.00
146
No. 7 Pull Box
3.00 EA
$1,020.00
$3,060.00
0.00
146.1
No. 7 Pull Box - (Driveway #4)
3.00 EA
$1,020.00
$3,060.00
0.00
147
No. 7 Pull Box With Extension
1.00 EA
$1,110.00
$1,110.00
0.00
147.1
No. 7 Pull Box With Extension - (Driveway #4)
1.00 EA
$1,110.00
$1,110.00
0.00
148
Sch. 40 Pvc Electrical Conduit, 1 In
10.00 LF
$24.00
$240.00
0.00
148.1
Sch. 40 Pvc Electrical Conduit, 1 In - (Driveway #4)
10.00 LF
$24.00
$240.00
0.00
149
Sch. 40 Pvc Electrical Conduit, 2 In
20.00 LF
$36.00
$720.00
0.00
149.1
Sch. 40 Pvc Electrical Conduit, 2 In - (Driveway #4)
20.00 LF
$36.00
$720.00
0.00
150
Sch. 40 Pvc Electrical Conduit, 2 1/2 In (Streetlighting Per SRP Plans)
10.00 LF
$42.00
$420.00
0.00
150.1
Sch. 40 Pvc Electrical Conduit, 2 1/2 In (Streetlighting Per SRP Plans) - (Drivewa
10.00 LF
$42.00
$420.00
0.00
151
Sch. 40 Pvc Electrical Conduit, 3 In
80.00 LF
$42.00
$3,360.00
0.00
151.1
Sch. 40 Pvc Electrical Conduit, 3 In - (Driveway #4)
80.00 LF
$42.00
$3,360.00
0.00
152
Sch. 40 Pvc Electrical Conduit, 4 In
475.00 LF
$62.40
$29,640.00
0.00
152.1
Sch. 40 Pvc Electrical Conduit, 4 In - (Driveway #4)
475.00 LF
$62.40
$29,640.00
0.00
153
Pole Foundation, Type A
3.00 EA
$900.00
$2,700.00
0.00
153.1
Pole Foundation, Type A - (Driveway #4)
3.00 EA
$900.00
$2,700.00
0.00
154
Pole Foundation, Type Q
1.00 EA
$7,200.00
$7,200.00
0.00
154.1
Pole Foundation, Type Q - (Driveway #4)
1.00 EA
$7,200.00
$7,200.00
0.00
155
Pole Foundation, Type R
3.00 EA
$7,200.00
$21,600.00
0.00
155.1
Pole Foundation, Type R - (Driveway #4)
3.00 EA
$7,200.00
$21,600.00
0.00
156
Pedestrian Push Button With Sign
6.00 EA
$234.00
$1,404.00
0.00
156.1
Pedestrian Push Button With Sign - (Driveway #4)
6.00 EA
$234.00
$1,404.00
0.00
157
Video Image Detection System, 4 Approaches
1.00 LS
$1,972.80
$1,972.80
0.00
157.1
Video Image Detection System, 4 Approaches - (Driveway #4)
1.00 LS
$1,972.80
$1,972.80
0.00
158
Type A Signal Pole 10 Ft
3.00 EA
$661.51
$1,984.53
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
158.1
Type A Signal Pole 10 Ft - (Driveway #4)
3.00 EA
$661.51
$1,984.53
0.00
159
Type Q Signal Pole
1.00 EA
$1,646.87
$1,646.87
0.00
159.1
Type Q Signal Pole - (Driveway #4)
1.00 EA
$1,646.87
$1,646.87
0.00
160
Type R Signal Pole
3.00 EA
$1,647.91
$4,943.73
0.00
160.1
Type R Signal Pole - (Driveway #4)
3.00 EA
$1,647.91
$4,943.73
0.00
161
20 Ft Mast Arm (Tapered)
4.00 EA
$164.82
$659.28
0.00
161.1
20 Ft Mast Arm (Tapered) - (Driveway #4)
4.00 EA
$164.82
$659.28
0.00
162
30 Ft Mast Arm (Tapered)
1.00 EA
$2,466.05
$2,466.05
0.00
162.1
30 Ft Mast Arm (Tapered) - (Driveway #4)
1.00 EA
$2,466.05
$2,466.05
0.00
163
50 Ft Mast Arm (Tapered)
1.00 EA
$4,110.73
$4,110.73
0.00
163.1
50 Ft Mast Arm (Tapered) - (Driveway #4)
1.00 EA
$4,110.73
$4,110.73
0.00
164
55 Ft Mast Arm (Tapered)
2.00 EA
$4,522.56
$9,045.12
0.00
164.1
55 Ft Mast Arm (Tapered) - (Driveway #4)
2.00 EA
$4,522.56
$9,045.12
0.00
165
Pole Foundation For Sl-1 Pole
1.00 EA
$1,500.00
$1,500.00
0.00
165.1
Pole Foundation For SL-1 Pole - (Driveway #4)
1.00 EA
$1,500.00
$1,500.00
0.00
166
Streetlight Pole Sl-1 With Single Davit Arm
1.00 EA
$1,277.74
$1,277.74
0.00
166.1
Streetlight Pole SL-1 With Single Davit Arm - (Driveway #4)
1.00 EA
$1,277.74
$1,277.74
0.00
167
Meter Pedestal Cabinet
1.00 EA
$1,449.60
$1,449.60
0.00
167.1
Meter Pedestal Cabinet - (Driveway #4)
1.00 EA
$1,449.60
$1,449.60
0.00
168
Controller Cabinet (Type IV)
1.00 EA
$3,676.20
$3,676.20
0.00
168.1
Controller Cabinet (Type IV) - (Driveway #4)
1.00 EA
$3,676.20
$3,676.20
0.00
169
Opticom Pre-Emption Unit
4.00 EA
$493.20
$1,972.80
0.00
169.1
Opticom Pre-Emption Unit - (Driveway #4)
4.00 EA
$493.20
$1,972.80
0.00
170
Traffic Signal Face (Type F) (LED)
8.00 EA
$193.20
$1,545.60
0.00
170.1
Traffic Signal Face (Type F) (LED) - (Driveway #4)
8.00 EA
$193.20
$1,545.60
0.00
171
Traffic Signal Face (Type G) (LED)
4.00 EA
$193.20
$772.80
0.00
171.1
Traffic Signal Face (Type G) (LED) - (Driveway #4)
4.00 EA
$193.20
$772.80
0.00
172
Traffic Signal Face (Type FYA) (LED)
4.00 EA
$193.20
$772.80
0.00
172.1
Traffic Signal Face (Type FYA) (LED) - (Driveway #4)
4.00 EA
$193.20
$772.80
0.00
173
Traffic Signal Face (Pedestrian) (Man/Hand) (LED)
6.00 EA
$182.40
$1,094.40
0.00
173.1
Traffic Signal Face (Pedestrian) (Man/Hand) (LED) - (Driveway #4)
6.00 EA
$182.40
$1,094.40
0.00
174
Signal Mounting Assembly (Type II)
10.00 EA
$107.40
$1,074.00
0.00
174.1
Signal Mounting Assembly (Type II) - (Driveway #4)
10.00 EA
$107.40
$1,074.00
0.00
175
Signal Mounting Assembly (Type IV)
3.00 EA
$302.40
$907.20
0.00

CBS
Position 
Code
Description
Forecast
(T/O) 
Quantity
UM
Unit Cost
Total Cost
(Forecast)
Days
(Duration 
driven)
175.1
Signal Mounting Assembly (Type IV) - (Driveway #4)
3.00 EA
$302.40
$907.20
0.00
176
Signal Mounting Assembly (Type V)
5.00 EA
$254.40
$1,272.00
0.00
176.1
Signal Mounting Assembly (Type V) - (Driveway #4)
5.00 EA
$254.40
$1,272.00
0.00
177
Signal Mounting Assembly (Type VII)
2.00 EA
$294.00
$588.00
0.00
177.1
Signal Mounting Assembly (Type VII) - (Driveway #4)
2.00 EA
$294.00
$588.00
0.00
178
LED Streetlight Luminaire
5.00 EA
$96.03
$480.15
0.00
178.1
LED Streetlight Luminaire - (Driveway #4)
5.00 EA
$96.03
$480.15
0.00
179
Conductors
1.00 LS
$21,888.00
$21,888.00
0.00
179.1
Conductors - (Driveway #4)
1.00 LS
$21,888.00
$21,888.00
0.00
180
CCTV Camera And Field Equipment
1.00 EA
$1,315.20
$1,315.20
0.00
180.1
CCTV Camera And Field Equipment - (Driveway #4)
1.00 EA
$1,315.20
$1,315.20
0.00
181
Wireless Access System
1.00 LS
$4,630.80
$4,630.80
0.00
181.1
Wireless Access System - (Driveway #4)
1.00 LS
$4,630.80
$4,630.80
0.00
182
Sign Assembly (IISNS)
4.00 EA
$0.00
$0.00
0.00
182.1
Sign Assembly (IISNS) - (Driveway #4) (ALL COST IN GMP 1)
4.00 EA
$0.00
$0.00
0.00
183
Allowance: Roadway And Concrete Flatwork
1.00 AL
$2,500.00
$2,500.00
0.00
184
Allowance: Landscaping
1.00 AL
$2,000.00
$2,000.00
0.00
185
Allowance: Traffic Signal And Communications Facilities
1.00 AL
$7,500.00
$7,500.00
0.00
186
Allowance: SRP Electrical
1.00 AL
$7,500.00
$7,500.00
0.00
187
Allowance: Furnish And Install Temporary Fencing
1.00 AL
$2,000.00
$2,000.00
0.00
188
Allowance: Wet Utilities
1.00 AL
$5,000.00
$5,000.00
0.00
189
Allowance: Dry Utilities
1.00 AL
$5,000.00
$5,000.00
0.00
190
Allowance: Storm Drain
1.00 AL
$3,000.00
$3,000.00
0.00
191
Allowance: Removals
1.00 AL
$3,000.00
$3,000.00
0.00
192
Allowance: Subgrade Mitigation
1.00 AL
$15,000.00
$15,000.00
0.00
193
Allowance: Material, Labor & Equipment Increases
1.00 AL
$180,000.00
$180,000.00
0.00
194
Allowance: Scope Change From 90% Plans & Specs to 100% Plans & Sp
1.00 AL
$100,000.00
$100,000.00
0.00
194.1
Allowance: Scope Change From 90% Plans & Specs to 100% Plans & Specs
1.00 AL
$100,000.00
$100,000.00
0.00
640
$2,636,784.19
678.66

ST2009.401 
 
EXHIBIT C.II – 
SUBCONTRACTORS 
/ SUPPLIERS 
SELECTION 
REPORT & QUOTES

Subcontractor/Supplier Selection Report
 11535 E. Germann Rd
Chandler, Arizona 85286
22151 CMAR Dobson Road Improvements: Intel Driveways #1 and #4
Sub/Supplier Category
Sub/Supplier Solicited
Status
90% Plans
Sub/Supplier Recommended for Award
ALK Asphalt
Bid Received
16,213.60
$                  
Spear Construction
Bid Received
15,295.00
$                  
Specialty Companies
Not Bidding
N/A
Affinity Material
Bid Received
65,041.50
$                  
Arcosa
Not Bidding
N/A
Gila River Sand & Gravel
Bid Received
68,430.80
$                  
Insearch Corp
Bid Received
57,208.00
$                  
Otto Trucking
Not Bidding
N/A
Pioneer
Non Responsive
N/A
Vulcan
Non Responsive
N/A
c
Hanson
Bid Received
95,605.72
$                  
Southwest Asphalt
Bid Received
107,565.02
$                
Vulcan Materials
Non Responsive
N/A
Cemex
Bid Received
40,063.20
$                  
CalPortland
Bid Received
45,773.19
$                  
Hanson
Bid Received
40,093.36
$                  
Electrical
Kimbrell Electric
Bid Received
176,498.40
$                
Kimbrell Electric
Epifini Landscaping
Not Bidding
N/A
Freebird Landscaping
Bid Received
68,765.80
$                  
Gothic Landscape
Bid Received
77,358.35
$                  
Land‐Tech Landscape
Not Bidding
N/A
OCM
Non Responsive
N/A
Sun valley Landscape
Not Bidding
N/A
Preach Masonry
Bid Received
8,910.00
$                    
Olson Pre‐Cast
Bid Received
5,288.26
$                    
ATC Associates
Bid Received
57,695.00
$                  
Integer Consulting
Bid Received
68,670.00
$                  
Ninyo & Moore
Bid Received
51,002.00
$                  
Bryco
Bid Received
17,488.00
$                  
Milling Services
Bid Received
15,292.80
$                  
WSP
Bid received
13,256.24
$                  
Complete Parking Lots
Bid Received
12,198.00
$                  
Pavement Marking
Not Bidding
N/A
Specialty Compnaies
Bid Received
7,305.90
$                    
Franklin Striping
Bid Received
27,573.14
$                  
Pavement Marking
Bid Received
30,980.25
$                  
D2
Not Bidding
N/A
Engineering Alliance
Bid Received
72,069.00
$                  
EPS
Non Responsive
N/A
Metro
Not Bidding
N/A
Metro Traffic Control
Not Bidding
N/A
National Barricade Company
Bid Received
198,348.31
$                
Material Testing
Ninyo & Moore
Traffic Control
NBC
Milling
WSP
Signs
Specialty Companies
Striping
Franklin
Surveying
Engineering Alliance
Manholes
Preach Masonry
Adjustments
Spear
Landscaping
Freebird Landscaping
Aggregates Suppliers
Insearch
Price Expires 06/30/2022
Concrete Suppliers
Hanson
Price Expires 03/31/2023
Asphalt Suppliers
Southwest Asphalt
Price Expires 12/31/2022

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/4/2022 
1:46:01 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
7381 Adjustments
Quote Group:
Reviewed: No
Complete
 (1 of 1)
7381 Adjustments
7381 Adjustments
Quote Description:
15,295.00
0.00
Awarded Total:
Quoted Items Total:
15,295.00
16,213.60
Special Conditions:
0.00
0.00
Quoted Total:
15,295.00
16,213.60
Last Update:
4/4/2022 1:46:01 PM
3/29/2022 11:00:58 AM
Comparable Total:
15,295.00
16,213.60
Spear Construction Co., 
LLC
ALK Asphalt LLC
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
30.4
Crack Seal Valley 
Gutter Edges - 
(Driveway #1)
232.00 LF
278.40
1.20
580.00
2.50
7381 
Adjustment
s
32.1
Pre-Lower 
Manhole - 
(Driveway #1)
1.00 EA
1,800.00
1,800.00
950.00
950.00
7381 
Adjustment
s
32.2
Adjust Manhole 
Frame & Cover, 
MAG 422 & COC C
-401 - (Driveway 
#1)
1.00 EA
1,800.00
1,800.00
925.00
925.00
7381 
Adjustment
s
42.2
Crack Seal Match 
Lines/Patching - 
(Driveway #1)
2,566.00 LF
3,079.20
1.20
6,415.00
2.50
7381 
Adjustment
s
73.4
Concrete Collar for 
MH Outside Paved 
Area - (Driveway 
#1)
1.00 EA
1,800.00
1,800.00
525.00
525.00
7381 
Adjustment
s
111.4
Crack Seal Valley 
Gutter Edges - 
(Driveway #4)
485.00 LF
582.00
1.20
1,212.50
2.50
7381 
Adjustment
s
112.1
Pre-Lower Valve - 
(Driveway #4)
2.00 EA
2,900.00
1,450.00
950.00
475.00
7381 
Adjustment
s
112.2
Adjust Valve Box & 
Cover, MAG 391-1 
& COC Det C-307- 
(Driveway #4)
2.00 EA
2,900.00
1,450.00
1,500.00
750.00
7381 
Adjustment
s
119.2
Crack Seal Match 
Lines/Patching - 
(Driveway #4)
895.00 LF
1,074.00
1.20
2,237.50
2.50
7381 
Adjustment
s
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 8:00 AM

SPEAR Construction Co., LLC
Kelly Lewis
PH 623‐362‐8400
PO Box 10506
FAX 623‐362‐8406
Glendale, AZ  85318
ITEM NO
DESCRIPTION
UNITS
BID PRICE/PER 
UNIT 
 BID AMOUNT FOR 
ITEM 
30.4
Crack Seal Valley Gutter Edges - (Driveway #1)
LF
232
2.50
$           
580.00
$                   
32.1
Pre-Lower Manhole - (Driveway #1)
EA
1
950.00
$        
950.00
$                   
32.2
Adjust Manhole Frame & Cover, MAG 422 & COC C-
401 - (Driveway #1)
EA
1
750.00
$        
750.00
$                   
42.2
Crack Seal Match Lines/Patching - (Driveway #1)
LF
2566
2.50
$           
6,415.00
$                
70.5
Concrete Collar for MH Outside Paved Area - 
(Driveway #1)
EA
1
350.00
$        
350.00
$                   
Short Pour Fee
LS
1
350.00
$        
350.00
$                   
9,395.00
$         
Minimum Jobsite Call Charge $725
Asphalt patchback at prelower if required per Utility
EACH
150.00
$                
Additional Cost per unit if not lowered 
EACH
125.00
$                
Testing, Permits (U.N.O.), Sales Tax, Bonds, Retention, and Traffic Control
Prevailing wages, NIGHT and WEEKEND MOBILIZATIONS, Hardware
Adjustments in Concrete,  Paver areas (unless noted otherwise)
Core drill or removal and replacement for items in asphalt or concrete
Unit Price Bid
EXCLUSIONS
ADDITIONAL COST
ROC 219435
March 30, 2022
CHANDLER, AZ
CM@R Dobson Rd: Intel Driveways 1 & 4 
Total Construction Estimate 
kellylewis@speararizona.com
Driveway #1
Cost gets 
spread out 
per EA 
Adjustment 
above.
Add $175.00
Add $175.00

SPEAR Construction Co., LLC
Kelly Lewis
PH 623‐362‐8400
PO Box 10506
FAX 623‐362‐8406
Glendale, AZ  85318
ITEM NO
DESCRIPTION
UNITS
BID PRICE/PER 
UNIT 
 BID AMOUNT FOR ITEM 
95.4
Crack Seal Valley Gutter Edges - (Driveway #4)
LF
485
2.50
$           
1,212.50
$                        
96.1
Pre-Lower Valve - (Driveway #4)
EA
2
475.00
$       
950.00
$                           
96.2
Adjust Valve Box & Cover, MAG 391-1 & COC Det 
C-307- (Driveway #4)
EA
2
575.00
$       
1,150.00
$                         
103.2 Crack Seal Match Lines/Patching - (Driveway #4)
LF
895
2.50
$           
2,237.50
$                        
Short Pour Fee
LS
1
350.00
$       
350.00
$                           
5,900.00
$                 
Minimum Jobsite Call Charge $725
Asphalt patchback at prelower if required per Utility
EACH
150.00
$                       
Additional Cost per unit if not lowered 
EACH
125.00
$                       
Testing, Permits (U.N.O.), Sales Tax, Bonds, Retention, and Traffic Control
Prevailing wages, NIGHT and WEEKEND MOBILIZATIONS, Hardware
Adjustments in Concrete,  Paver areas (unless noted otherwise)
Core drill or removal and replacement for items in asphalt or concrete
Unit Price Bid
Driveway #4
Total Construction Estimate 
ADDITIONAL COST
EXCLUSIONS
March 30, 2022
ROC 219435
kellylewis@speararizona.com
CM@R Dobson Rd: Intel Driveways 1 & 4 
CHANDLER, AZ
Cost gets 
spread out 
per EA 
Adjustment 
above.
Add $175.00

Date:
22272
Item #
Qty
Unit
Total
30.4
232
LF
278.40
$            
32.1
1
EA
1,800.00
$         
32.2
1
EA
1,800.00
$         
42.2
2,566
LF
3,079.20
$         
70.5
1
EA
1,800.00
$         
95.4
485
LF
582.00
$            
96.1
2
EA
2,900.00
$         
96.2
2
EA
2,900.00
$         
103.2
895
LF
1,074.00
$         
A1
1
EA
Provide & Install Debris Cap (IF NEEDED)
150.00
$         
This proposal will be revised if not accepted within 30 days of
Approved by:
Date
Pre-Lower Manhole & Water Valves, Collect & Layout of Adjustments, Demo & Haul off Debris from scope and 
install and Raise & Adjust Manhole and Water Valves w/ Debris Caps (IF NEEDED) Adjustments will be Completed 
in (3) MOBS). Crack Seal Around Adjustments, Edges of Valley Gutter, & Pavement Cuts.
Includes: 
Excludes
Bond, Work outside of Job Limits, Saw Cut, Underground Utilities, Import/Export Site Dirt, Tree Trimming, Traffic 
Control, Off-Duty Officers, Retention, Materials Testing, Night Work, Existing Subgrade Issues, Survey, City 
Permits, Taxes, Electric Work, Wall and Fence, Unknown Utilities and Removals for Other Trades
Wednesday, March 23, 2022
16,213.60
$                      
Project Total:
Wednesday, March 23, 2022
Prepared By:
David Cardenas
Contact Information
David@ALKasphalt.com
Proposal #
Net 30 Payment Terms
Quote Valid for 30 Days
www.ALKasphalt.com
480-492-6463
Submitted To: 
Contact Info:
Project Description:
jose.ojeda@DCScontracting.com
(602) 653-5444
Surprise, AZ
DCS Contracting, Inc.
22152 CM@R Sweetwater Ave:
Sarival Ave to SR 303
1,800.00
$      
Pre Lower Manhole
1,800.00
$      
Project Manager:
Contact Information:
Brandon@ALKasphalt.com
DCS Contracting, Inc.
Jose Ojeda
Adjust Manhole Frame & Cover
Crack Seal Valley Gutter Edges
1.20
$             
Brandon Fuller
602-820-9688
Unit Price
Proposed Service(s) & Description(s)
Crack Seal Match Lines/Patching
1.20
$             
Adjust Valve Box & Cover
1,450.00
$      
Crack Seal Valley Gutter Edges
Concrete Collar for MH Outside Paved Areas
1,800.00
$      
1.20
$             
Pre-Lower Valve
1,450.00
$      
Crack Seal Match Lines/Patching
1.20
$

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Resource Items
4/12/2022 
2:58:11 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
7042 ABC/Aggregates
Quote Group:
Reviewed: No
Complete
 (1 of 1)
7042 ABC/Aggregates
7042 ABC/Aggregates
7042 ABC/Aggregates
Quote Description:
57,208.20
0.00
0.00
Awarded Total:
Quoted Items Total:
57,208.20
65,041.50
68,430.80
Special Conditions:
0.00
0.00
0.00
Quoted Total:
57,208.20
65,041.50
68,430.80
Last Update:
4/11/2022 10:21:08 AM
3/29/2022 11:10:42 AM
3/29/2022 11:12:18 AM
Comparable Total:
57,208.20
65,041.50
68,430.80
Insearch Corp
Affinity Material Solutions
Gila River Sand & Gravel
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
440010 MAG ABC 
Delivered in 
Supers 16's
3,094.00 TN
56,310.80
18.20
53,371.50
17.25
47,338.20
15.30
7042 
ABC/Aggre
gates
440014 1"-3" Track Out 
Rock
600.00 TN
12,120.00
20.20
11,670.00
19.45
9,870.00
16.45
7042 
ABC/Aggre
gates
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:43 AM

QUOTE
QUOTE
Project Name
Project Location
Map ID
Quote Date :
4/11/2022
CMAR Intel Improv. Driveway 1&4
Dobson & Price - Chandler
184
Submitted
To
"Simply Better Than the Best"
8845 S Hardy Dr. Tempe, AZ 85284
Phone (480)-940-0100 Fax (480)-940-3338
Matthew Byrne
D.C.S. Contracting
11525 E. Germann Road
Chandler ,   AZ   85249
Quote Expiration Date:
5/11/2022
Quot e No. :
63743
Conditions:
1. D.C.S. Contracting will assure accessibility (ingress/egress) to the job site without hindrance or delay.
3. D.C.S. Contracting will place all orders for material at least five (5) business days before 
2. Insearch Corporation will not be responsible for any dust control, track out, street sweeping on the job site.
4. Payment invoices will be due within 30 days of delivery date.
Exclusions :
1. Quoted prices DO NOT include Saturdays, Sundays, legal holidays, or nights. Additional charges MAY apply if
any of these conditions become prevelant.
2. Insearch Corporation will not be held responsible for traffic control, taxes, bonds, fees, flag personnel,
material testing, environmental analysis, erosion control, engineering and staking.
delivery is required.
Insearch Corporation :
D.C.S. Contracting  : 
$44,244.20
Total :
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
3. D.C.S. Contracting will place all orders for material at least five (5) business days before 
6. D.C.S. Contracting understands that quantities above are approximate and have been provided by D.C.S. 
Contracting. Actual quanties to be shipped will be determined in the field by a representative of D.C.S. Contracting. If 
actual ordered and delivered quantity exceeds the quantity on this quote, Insearch Corp. will consider the act of 
ordering the material by D.C.S. Contracting a Change Order and authorization for payment from D.C.S. Contracting.
7. Unless otherwise specified: quoted price(s) are contingent on a 8 hour day in bottom dump trucks. Should the hours 
of delivery be reduced or a change in equipment become neccesary a rate increase may apply.
MAG 702 Spec ABC
Purchase & deliver approx. 3094 tons of 
Mag Spec 702 ABC to the job site in 
bottom dump trucks. Add 1.00 for Supers.
$14.30
$44,244.20
Approx imate 
Quantity
Material  Type
Scope of Work
Pricing Good 
Through  Date
Unit Price
Estimated   
Total
3094 Tons
6/30/2022
Tax will NOT be charged unless D.C.S. 
Cont racting requests Insearch Corp  to 
do so.
Insearch's ABC price is only projected to June 
2022. Material base price on this quote is 
subject to change and will be based on date of 
delivery. Insearch does not guarantee delivery 
and the availability to service.

QUOTE
QUOTE
Project Name
Project Location
Map ID
Quote Date :
4/11/2022
CMAR Intel Improv. Driveway 1&4
Dobson & Price - Chandler
184
Submitted
To
"Simply Better Than the Best"
8845 S Hardy Dr. Tempe, AZ 85284
Phone (480)-940-0100 Fax (480)-940-3338
Matthew Byrne
D.C.S. Contracting
11525 E. Germann Road
Chandler ,   AZ   85249
Quote Expiration Date:
5/11/2022
Quot e No. :
63743

QUOTE
QUOTE
Project Name
Project Location
Map ID
Quote Date :
4/11/2022
CMAR Intel Improv. Driveway 1&4
Dobson & Price - Chandler
184
Submitted
To
"Simply Better Than the Best"
8845 S Hardy Dr. Tempe, AZ 85284
Phone (480)-940-0100 Fax (480)-940-3338
Matthew Byrne
D.C.S. Contracting
11525 E. Germann Road
Chandler ,   AZ   85249
Quote Expiration Date:
5/11/2022
Quot e No. :
63744
Conditions:
1. D.C.S. Contracting will assure accessibility (ingress/egress) to the job site without hindrance or delay.
3. D.C.S. Contracting will place all orders for material at least five (5) business days before 
2. Insearch Corporation will not be responsible for any dust control, track out, street sweeping on the job site.
4. Payment invoices will be due within 30 days of delivery date.
Exclusions :
1. Quoted prices DO NOT include Saturdays, Sundays, legal holidays, or nights. Additional charges MAY apply if
any of these conditions become prevelant.
2. Insearch Corporation will not be held responsible for traffic control, taxes, bonds, fees, flag personnel,
material testing, environmental analysis, erosion control, engineering and staking.
delivery is required.
Insearch Corporation :
D.C.S. Contracting  : 
$9,870.00
Total :
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
5. Upon the issuance of your Purchase  Order prior to the Quote Expiration Date, Insearch Corporation will guarantee 
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not 
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void. 
3. D.C.S. Contracting will place all orders for material at least five (5) business days before 
6. D.C.S. Contracting understands that quantities above are approximate and have been provided by D.C.S. 
Contracting. Actual quanties to be shipped will be determined in the field by a representative of D.C.S. Contracting. If 
actual ordered and delivered quantity exceeds the quantity on this quote, Insearch Corp. will consider the act of 
ordering the material by D.C.S. Contracting a Change Order and authorization for payment from D.C.S. Contracting.
7. Unless otherwise specified: quoted price(s) are contingent on a 8 hour day in bottom dump trucks. Should the hours 
of delivery be reduced or a change in equipment become neccesary a rate increase may apply.
Crushed rock
Purchase & deliver approx. 600 tons of 
track out Rock to the job site in bottom 
dump trucks. Add 1.00 for Supers
$16.45
$9,870.00
Approx imate 
Quantity
Material  Type
Scope of Work
Pricing Good 
Through  Date
Unit Price
Estimated   
Total
600 Tons
6/30/2022
Tax will NOT be charged unless D.C.S. 
Cont racting requests Insearch Corp  to 
do so.

QUOTE
QUOTE
Project Name
Project Location
Map ID
Quote Date :
4/11/2022
CMAR Intel Improv. Driveway 1&4
Dobson & Price - Chandler
184
Submitted
To
"Simply Better Than the Best"
8845 S Hardy Dr. Tempe, AZ 85284
Phone (480)-940-0100 Fax (480)-940-3338
Matthew Byrne
D.C.S. Contracting
11525 E. Germann Road
Chandler ,   AZ   85249
Quote Expiration Date:
5/11/2022
Quot e No. :
63744

Date:
3/23/2022
Quote No:
4123B
Account No:
4/23/2022
Customer Name:
Prepared by:
Sheeva
Project Name:
Project Address:
 
Contact Phone: 
Jose Ojeda (602) 653-5444
SALESPERSON
P.O. NUMBER
START DATE
SHIP VIA
TAXABLE
TERMS
Sheeva
Delivery
N
Net 30
AMOUNT
-
$               
3,100
MAG ABC
$15.00
46,500.00
$     
Delivered in Supers
-
$               
600
2" Track Out Rock
$17.20
10,320.00
$     
-
$               
-
$               
-
$               
-
$               
-
$               
-
$               
-
$               
-
$               
-
$               
TAX RATE
.
SALES TAX
TOTAL
56,820.00
$     
Phone: (602) 558-7621   Email: sales@affinitymaterials.com
Affinity Material Solutions
Quotation
DECORATIVE ROCK - CONSTRUCTION AGGREGATES - ARTIFICIAL TURF
85 W Combs Rd Suite 101 PMB 350
San Tan, AZ 85140
THANK YOU FOR YOUR BUSINESS!
*Total dollar amount of quote is based on customer quantity requested. Final invoice is subject to change based on actual quantity 
delivered. Affinity Material Solutions drivers will attempt to drop material where customer specifies, provided it does not interfere or 
endanger equipment and/or personnel. Affinity Material Solutions will not be responsible for damage caused to concrete, landscaping or 
underground utilities due to customer designated drop locations.
Pricing based on delivery with End Dumps unless otherwise 
stated. $50 fuel surcharge per load will apply.
Quotation valid until:
DCS Contracting
Comments or Special Instructions:
If you have any questions concerning this quotation call or email: (602) 531-8442 sales@affinitymaterials.com
Dobson Rd & Chaparral Way, Chandler
CM at R Dobson Rd Improvements/Intel Driveway 1&4
Affinity's ABC price are only projected to June 
2022. Material price on this quote is subject to 
change and will be adjusted based on day per 
delivery. Affinity does not guarantee delivery and 
the availability to service.

GRSG Material Quotation
Santan & Maricopa Pit 
Gila River Sand and Gravel Corporation
P.O. Box 926  
office 520 418-2106 fax 520 418-2110
Sacaton, Arizona 85147
Date Quoted: 3/25/2022
Good Till: Price subject to 
change without notice
Customer: DCS Contracting
Contact: Jose Ojeda
Jose.Ojeda@DCSContracting.com
Job Name: CM@R Dobson Road
Location: Dobson & Chapparral Way
FOB Job Site
Phone: 602-653-5444
Fax: 
Product:
Tonnage:
Delivered $ Per Ton
ABC 
3,094
$17.50
1" to 3" Track Out
600
$19.50
$15.00/Load Fuel Surcharge
$15.00/Load
Delivered in Bellies or Supers
Quotation will be honored for 30 days from the date shown on the this quote WITHOUT purchase orders or 
Agreements. Quotation will be honored for 120 days from date shown on this quote WITH purchase orders
or agreements.
This document is only a material price quote, not a contract and does not bind or obligate GRSG to any tonnage
ammounts indicated on this quote.
If your company does not have an active account in good standing with GRSG, please contact us immediately
for a credit application. The normal approval process takes approximately three weeks and GRSG makes
no guarantees of approvals. Options other than an account are cash or credit card purchases prior to pick up
of materials
Quoted Prices Do Not Include Applicable Taxes, If Any
Terms: All net payments are due on or before the 15th day of the month following purchase.
 A 2% monthly service charge will be added to any past due balances.
Prices quoted are net.
Authorized Agent
Quoted By:   R. Ondersma
Price Verified By:
03/29/22
GRSG's material price on this 
quote are subject to change 
without notice and will be 
adjusted based on day per 
delivery. GRSG does not 
guarantee delivery and the 
availability to service.

1
Jose Ojeda
From:
Kristi Lattin <Kristi.Lattin@arcosa.com>
Sent:
Monday, April 11, 2022 2:23 PM
To:
Jose Ojeda
Subject:
[!!!] - Re: [EXTERNAL] FW: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel 
Driveways 1 & 4 90% Cost Model GMP2
NO....we are way too far 
 
 
Kristi Lattin  
Sales Manager  
Kristi.Lattin@Arcosa.com 
Cell 480.486.7404 
Office 480.987.7917 
Fax 480.987.7818 
39350 N Schnepf Rd 
San Tan Valley, AZ 85140 
www.arcosa.com 
 
 
 
 
 
On Apr 11, 2022, at 8:11 AM, Jose Ojeda <Jose.Ojeda@dcscontracting.com> wrote: 
  
CAUTION: This email originated outside of Arcosa. Please use the Report Phish button to report any suspicious emails ev
to IT Security. You can also forward the email to Infosec@arcosa.com 
 
 
Good morning Kristi, 
  
I’m following up on this request. Will you be pricing this one for us? 
  
Thank you, 
  
Jose Ojeda 
Estimator 
<image001.jpg> 
11535 E Germann Rd 
Chandler, AZ 85286 
O.  480‐732‐9238 x123 
C.  602‐653‐5444 
F.  480‐732‐9239 
Jose.Ojeda@DCSContracting.com 
  
THIS COMMUNICATION, INCLUDING ANY ATTACHMENTS, MAY CONTAIN CONFIDENTIAL 
AND/OR PROPRIETARY INFORMATION (AND, IN SOME CASES, INFORMATION PROTECTED BY EITHER OR BOTH DOCTRINES OF ATTORNEY‐CLIENT PRIVILEGE AND ATTORNEY WORK‐PRODUCT), 
AND IS INTENDED ONLY FOR THE INDIVIDUAL(S) OR ENTITY OR ENTITIES TO WHOM THE COMMUNICATION IS ADDRESSED.  ANY REVIEW, DISSEMINATION, OR COPYING OF THIS

2
COMMUNICATION BY ANYONE OTHER THAN THE INTENDED RECIPIENT(S) IS STRICTLY PROHIBITED.  IF YOU ARE NOT AN INTENDED RECIPIENT, PLEASE CONTACT THE SENDER BY REPLY E‐MAIL, 
AND DELETE AND DESTROY ALL COPIES OF THE ORIGINAL MESSAGE. 
  
From: Jose Ojeda  
Sent: Monday, April 04, 2022 9:50 AM 
To: 'Kristi.Lattin@Arcosa.com' <Kristi.Lattin@Arcosa.com> 
Subject: RE: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 90% 
Cost Model GMP2 
  
Hi Kristi, good morning, 
  
Could I trouble you for a revised quote on this CMAR project please. 
  
Thank you, 
  
Jose Ojeda 
Estimator 
<image001.jpg> 
11535 E Germann Rd 
Chandler, AZ 85286 
O.  480‐732‐9238 x123 
C.  602‐653‐5444 
F.  480‐732‐9239 
Jose.Ojeda@DCSContracting.com 
  
THIS COMMUNICATION, INCLUDING ANY ATTACHMENTS, MAY CONTAIN CONFIDENTIAL 
AND/OR PROPRIETARY INFORMATION (AND, IN SOME CASES, INFORMATION PROTECTED BY EITHER OR BOTH DOCTRINES OF ATTORNEY‐CLIENT PRIVILEGE AND ATTORNEY WORK‐PRODUCT), 
AND IS INTENDED ONLY FOR THE INDIVIDUAL(S) OR ENTITY OR ENTITIES TO WHOM THE COMMUNICATION IS ADDRESSED.  ANY REVIEW, DISSEMINATION, OR COPYING OF THIS 
COMMUNICATION BY ANYONE OTHER THAN THE INTENDED RECIPIENT(S) IS STRICTLY PROHIBITED.  IF YOU ARE NOT AN INTENDED RECIPIENT, PLEASE CONTACT THE SENDER BY REPLY E‐MAIL, 
AND DELETE AND DESTROY ALL COPIES OF THE ORIGINAL MESSAGE. 
  
From: Jose Ojeda  
Sent: Wednesday, March 23, 2022 10:52 AM 
To: 'Kristi.Lattin@Arcosa.com' <Kristi.Lattin@Arcosa.com> 
Subject: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 90% 
Cost Model GMP2 
  
  
<Arcosa, Inc (Southwest Rock Products) RFQ for 22151 CM@R Dobson Rd Intel Driveways 1 & 4 90% 
Cost Model GMP2.doc> 
******** Warning External Sender ************  
This message originated from outside DCS - DO NOT Click any Links or Open any attachments unless you 
are 100% certain of the contents - Remember most false email LOOKS like its coming from someone you 
know. Always double check with the originator if you have ANY doubt.

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Resource Items
4/12/2022 
2:59:25 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
7061 Asphalt
Quote Group:
Reviewed: No
Complete
 (1 of 1)
7061 Asphalt
7061 Asphalt
Quote Description:
0.00
107,565.02
Awarded Total:
Quoted Items Total:
93,825.72
107,565.02
Special Conditions:
0.00
0.00
Quoted Total:
93,825.72
107,565.02
Last Update:
3/29/2022 11:22:54 AM
3/29/2022 11:29:51 AM
Comparable Total:
95,605.72
107,565.02
Hanson - Asphalt
Southwest Asphalt
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
460011 AC A-12.5
476.00 TN
42,245.00
88.75
36,675.80
77.05
7061 
Asphalt
460012 AC A-19
722.05 TN
63,540.02
88.00
57,149.92
79.15
7061 
Asphalt
460016 AC R-12.5
20.00 TN
1,780.00
89.00
1,780.00
89.00
7061 
Asphalt
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:44 AM

1
Jose Ojeda
From:
Gary Slone <gslone@fisherind.com>
Sent:
Wednesday, March 23, 2022 11:03 AM
To:
Jose Ojeda
Subject:
[!!!] - CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Jose. 
  
R E S P O N S E   T O   R E Q U E S T   F O R  Q U O T A T I O N 
  
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
  
SUBMITTED TO: 
SUBMITTED BY:
  
Name: 
Jose Ojeda 
Name:
John Fontana
Company: 
DCS Contracting, Inc. 
Company:
Southwest Asphalt 
  
11525 E. Germann Rd. 
 
1302 W. Drivers Way 
  
Chandler, AZ 85286 
 
Tempe, AZ 85284
  
  
 
 
Phone: 
480-732-9238 x123 
Phone:
480-730-1033
Mobile Phone: 
602-653-5444 
Mobile Phone:
480-250-1873
Fax: 
480-732-9239 
Fax:
480-730-1264
Email: 
Jose.Ojeda@DCSContracting.com 
Email:
jfontana@fisherind.com 
  
  
  
  
  
Items: 
  
Code 
Description 
Quantity 
Unit of Measure
Unit Price
Total Price
Tax Rate 
Grand Total
Will Split
460011 
AC A-12.5 PG70-10 
476.00 
TN 
$88.75
  
460012 
AC A-19 PG70-10 
722.05 
TN 
$88.00
  
460016 
AC R-12.5 PG70-10 
20.00 
TN 
$89.00
  
  
Delivered through 12/31/22 
Add $12.00 TN starting 1/1/23 through 3/31/23 
  
  
  
  
 
  
Gary Slone 
Southwest Asphalt 
  
Mobile  480.217.0599 
Email    GSlone@Fisherind.com
  
  
  
 
Disclaimer 
Southwest Asphalt's price are only 
projected to December 2022. 
Material price on this quote is 
subject to change and will be 
adjusted based on day per delivery.

2
The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and 
others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or 
taking action in relation of the contents of this information is strictly prohibited and may be unlawful. 
******** Warning External Sender ************  
This message originated from outside DCS - DO NOT Click any Links or Open any attachments unless you 
are 100% certain of the contents - Remember most false email LOOKS like its coming from someone you 
know. Always double check with the originator if you have ANY doubt.

Hanson Aggregates, LLC.
Page 1 of 3
QUOTATION
4025 South McClintock Dr
Suite 202
Tempe, AZ 85282
Phone:  (602) 685-3450
JOSE
CMAR INTEL DRIVEWAYS
CHANDLER, AZ    85248
480-732-9238
480-732-9239
11535 E GERMANN RD
CHANDLER,  AZ    85249
Quotation No:  
Phone:
Fax:   
E-Mail:  
Attention:  
528741
JOB NAME
JOB LOCATION
Job / PO #
EXPIRATION DATE
6/30/2022
DCS CONTRACTING INC
03/24/2022
DOBSON RD & CHAPPARALL WAY
4281145
CUSTOMER
Quote Date:
We are pleased to quote you as follows for the supply of Aggregates for the above mentioned project:
Approx 
Tons
Product 
Code
Plant
Material Description
Total Price
Delivered 
Price
UOM
Tax
Higley HMA
 496
$77.05
AZ3412ER
12.5MM MAG
$77.05
Tons
 0.00
Higley HMA
 722
$79.15
AZ3419ER
19MM MAG
$79.15
Tons
 0.00
Notes:
ESCALATIONS
ALL MATERIAL AND TRUCKING IS SUBJECT TO AVAILABILITY.  HANSON CANNOT GUARANTEE THE AVAILABILITY OF MATERIAL OR 
TRANSPORTATION WHEN PROJECT BEGINS.  ALLOW ADVANCED NOTICE PRIOR TO START OF PROJECT TO ENSURE CORRECT BILLING 
AND/OR MATERIAL/TRUCKING AVAILABILITY.
*The Terms and Conditions of the Quotation are incorporated herein and are part of the Agreement between Buyer and Seller. The terms 
and conditions of the Quotation supersede any Agreement submitted by the Buyer.
ALL PRICES ARE SUBJECT TO CHANGE WITHOUT NOTICE. THIS QUOTATION MUST BE SIGNED BY THE BUYER WITHIN 30 DAYS OF THE 
QUOTE DATE AND RETURNED TO SELLER FOR REVIEW. SELLER WILL NOTIFY BUYER OF ACCEPTANCE OR CHANGE IN PRICING.
BUYER ACKNOWLEDGES THAT HE/SHE HAS READ THIS AGGREEMENT AND ACCEPTS IT’S TERMS AS STATED.
Stacey O'Connell
(480) 364-9293
PHONE:   
QUOTED BY: HANSON AGGREGATES          
ACCEPTED BY:________________________            
DATE:______________________            
TITLE:_______________________          
AGGREGATE/ASPHALT TERMS AND CONDITIONS
1.
ALL ORDERS AND QUOTED PRICES ARE SUBJECT TO CREDIT APPROVAL.   
2.
Hanson Aggregates of Arizona, Inc. is not responsible for damage to tools, vehicles, or equipment on the job-site.
3.
Hanson Aggregates of Arizona, Inc. is not responsible for damage inside the curb line.  Owners or buyers are responsible for providing safe and reasonable access to locations 
where aggregate and asphalt is to be deposited.
4.
All materials are subject to availability and may be allocated or not available if shortages develop, inclement weather, or acts of God occur.
5.
Customer shall provide an authorized person to sign each delivery ticket.
6.
Customer is responsible for a safe work environment.
7.
All claims regarding delivery or product quality must be submitted in writing within 30 days from the date of service.  Claims over 30 days will not be reviewed by Seller
NOTES AND COMMENTS
1.
PLEASE CONTACT THE SALES DEPARTMENT PRIOR TO ORDERING FOR A  PROJECT THAT WE ARE GOING TO SUPPLY.  
2.
Please order by product codes when given.  Mix designs are available upon request.
3.
STANDBY CHARGES:  First twenty (20) minutes per load at no charge.  Thereafter $120.00 Per Hour.
4.
Cancellation for deliveries during non-operating hours requires 48 hours notice.
5.
Aggregate and Asphalt is not sold for any particular use or purpose and is not warranted to be acceptable for use in the specific environment or soils condition.  
6.
Should there be an increase in hot oil prices, asphalt prices may be adjusted accordingly.
7.
Not responsible for lost loads due to acts of nature, road closures, or break downs.
Exclusive Warranty and Remedy:  Seller warrants that the product sold hereunder will conform to the applicable specifications set forth on the face hereof.  EXCEPT FOR SUCH 
EXPRESS WARRANTY, SELLER MAKE NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, and all other warranties of merchantability and fitness for a particular 
purpose, are hereby disclaimed.  Buyer’s sole and exclusive remedy for any defective or non-conforming product shall be, in the Seller’s sole determination, (1) the repair or replacement 
by Seller of the defective product or (2) the refund of the price paid for such product.  Seller’s liability hereunder shall in no event exceed the amount paid for the product sold hereunder
and SELLER SHALLNOT BE LAIBLE FOR ANY INCIDENTAL, SPECIAL, OR CONSEQUENTIAL DAMAGES.
Respectfully submitted,
Stacey O'Connell
Hanson Aggregates, LLC., a division of HeidelbergCement Group
Hanson's price are only projected to 
June 2022. Material base price on this 
quote is subject to change and will be 
adjusted based on day per delivery. 
Hanson does not guarantee delivery and 
the availability to service.

GENERAL TERMS AND CONDITIONS OF SALE
1. Applicability. All references in this document to “Seller” shall include Lehigh Hanson, Inc. and/or its subsidiaries or affiliates (including any division of the foregoing) performing any or all of the scope hereunder, whether or not
specifically identified herein. Buyer agrees that the following terms and conditions will apply to all sales of goods or services (“Sales”) by Seller to Buyer and any of its subsidiaries or affiliates. By ordering or accepting the goods
described herein, Buyer is accepting and agreeing to these terms and conditions. Buyer agrees that any terms and conditions appearing on any document submitted by Buyer which are in conflict with (a) the terms and conditions
contained herein or (b) any credit application, invoice, or bill of lading submitted by Seller shall be expressly rejected and shall not constitute terms of any Sales. The terms and conditions of any written agreement signed by Seller and
Buyer shall prevail to the extent of any inconsistency with these terms and conditions. Fulfillment of Buyer’s order does not constitute acceptance of any of Buyer’s terms and conditions and does not serve to modify or 
amend this document.
2. Governing Law/Payment Address. All matters between Seller and Buyer, including venue, will be governed by the laws of the state in which the delivery of goods or services is to occur. All indebtedness due is payable at Seller’s office
identified in the invoice or billing, unless and until Seller designates a different place of payment. Invoices shall be deemed correct unless contested in writing within seven (7) business days of receipt.
3. Prices. Prices in Seller’s quotations are subject to change without notice, and all quotations expire and become invalid if not accepted within 30 days from the date of issue, unless otherwise noted by Seller in writing. Price extensions
when made are for Buyer’s convenience only, and they, as well as any mathematical or clerical errors, are not binding on Seller. Unless expressly written otherwise, prices shown do not include any sales, excise, or other governmental 
tax or charge payable by Seller to Federal, State or local authority. Buyer agrees to reimburse Seller for any such tax or to provide Seller with an acceptable and authorized tax exemption certificate. Title and risk of loss to goods shall
transfer to Buyer upon Seller’s delivery (whether F.O.B. Seller’s plant or delivery by Seller at location designated by Buyer). Unless otherwise specified herein, all deliveries of goods shall be made FOB Buyer’s trucks/railcars at Seller’s 
plant. Seller’s weights taken by track scale in the case of rail shipments shall govern.
4. Buyer Financial Condition. Any order for goods or services by Buyer shall constitute a representation that Buyer is solvent. In addition to Seller’s right under the Uniform Commercial Code, if, in the judgment of Seller, Buyer’s financial
condition at the time of shipment does not justify the terms of payment specified, Seller reserves the right to require from Buyer full or partial cash payment or other adequate assurance of performance before shipment. Seller reserves
the right to suspend its performance until such payment or adequate assurance of performance has been received. Seller maintains the right to periodically review and adapt payment terms as necessary and to curtail, modify or eliminate
any credit availability or credit limit within its sole discretion. Buyer shall provide Seller all information requested by Seller to prepare and effect any notices required to perfect lien rights under applicable law. Upon request, Buyer shall
provide Seller copies of any payment bonds.
5. Security Interest. To secure payment for all purchases from Seller, now and in the future, Buyer hereby grants Seller a continuing security interest in all of Buyer’s presently owned or hereafter acquired (a) goods and tangible personal
property, (b) rights to payment of cash money, accounts, deposits, and refunds, (c) instruments, (d) promissory notes, (e) Chattel paper (electronic and tangible), (f) documents, (g) books and records, (h) accounts, (i) accounts
receivables, (j) equipment, (k) inventory, (l) commercial tort claims, (m) general intangibles, (n) payment intangibles, and (o) software, whether now existing or later acquired, together with all proceeds, substitutions, and all support
obligations thereof. Seller’s security interest is explicitly limited to outstanding obligations between Buyer and Seller.
6. Payment Terms. Buyer agrees to pay Seller all costs and expenses of collection, suit, or other legal action, including all actual attorneys’ and paralegal fees, incurred through trial, on appeal, or in any administrative or bankruptcy
proceedings brought as a result of the commercial relationship between them. Any cause of action which Seller may have against Buyer may be assigned by Seller. If Buyer’s credit application is approved by Seller, then payment terms
are Net-30 days, unless otherwise stated on the invoice or other writing from Seller. Payment is due in the form of cash, cash equivalent, check, or money order. Seller may apply Buyer’s payment against any open charges within Seller’s 
sole discretion. Seller reserves the right, even after partial payment on account hereof, to require from Buyer payment in advance or satisfactory security or guarantee of the due performance any and all of Buyer’s obligations hereunder. 
Refusal to make such payment in advance or to furnish such satisfactory security guarantee or the failure of Buyer to perform any of its obligations under this or any other existing agreement of sale will entitle Seller to withhold future
deliveries or to terminate this agreement of sale, and any unpaid amounts shall thereupon become due and payable without prejudice to any claim for damages the Seller may be entitled to make. On past due accounts Seller may impose a
monthly finance charge of the higher of one and one half percent per month or the maximum interest charge permitted by the law governing the account between Buyer and Seller. The finance charge shall continue to accrue after Seller
obtains a judgment against Buyer. Seller has the right to exercise setoff or recoupment when needed to satisfy an outstanding debt. All agreements between Seller and Buyer (and any affiliate or subsidiary or Buyer) shall be considered
as one single integrated agreement between Seller and Buyer. Buyer agrees to pay reasonable storage fees if materials are stored on Seller’s yard more than sixty (60) days after Seller is ready for delivery.
7. Delivered Goods. For goods delivered to Buyer by Seller, (a) reasonable unloading time (determined in Seller’s sole discretion) shall be included in price of goods; (b) additional unloading time shall be charged at the rate quoted by
Seller, or, if not quoted, the standard rate per hour; (c) Seller does not guarantee arrival time or the rate of delivery; (d) Seller shall not be liable for any delays in delivery or loss or damage in transit; (e) delivered prices are based on
information provided by Buyer, and if location of project varies, freight will be adjusted and billed accordingly; (f) deliveries will be made only to points which, in Seller's opinion, are reasonably accessible to Seller's equipment under its
own power; (g) SELLER IN NO EVENT SHALL BE LIABLE FOR DAMAGE TO SIDEWALKS AND DRIVEWAYS, BUYER ASSUMES ALL RISKS OF AND RELEASES SELLER, SELLER’S AFFILIATES AND THEIR RESPECTIVE
EMPLOYEES AND AGENTS (“SELLER INDEMNITEES”), AND AGREES TO INDEMNIFY, DEFEND, AND HOLD HARMLESS SELLER INDEMNITEES FROM AND AGAINST ALL LIABILITY, CLAIMS, FEES, AND
EXPENSES FOR, ALL INJURIES TO, DEATH OF, ANY PERSONS AND LOSS OF OR DAMAGE TO PROPERTY, ARISING FROM OR RELATED TO SELLER'S PRESENCE ON, USE OF, OR ACCESS TO THE JOB SITE
SPECIFIED BY BUYER FOR DELIVERY, except to the extent any damage arises solely from Seller's negligence; (h) Buyer agrees to pay for all repairs to Seller’s trucks or equipment resulting from Buyer’s method of unloading
goods; (i) trucks which become stuck on the site will be pulled out by a bona-fide wrecker at Buyer’s expense; (j) Seller reserves its right to discontinue deliveries of materials until the cause of damage to its truck has been eliminated; (k) 
Buyer is responsible to provide a safe working environment at the delivery location; and (l) Buyer shall provide an authorized person to sign the Delivery Ticket and a signature on one Delivery Ticket shall be deemed a 
signature on all Delivery Tickets for all goods received that day.
8. Concrete. For concrete sold to Buyer by Seller, (a) concrete mix is designed to meet required strength when placed and tested according to American Concrete Institute standards (ACI) and American Standard of Testing and
Measurement specifications (ASTM); (b) Buyer waives and releases liability and voids the limited warranty below if water and/or other foreign material is added by Buyer or at the request of Buyer or its employees or agents; (c) Seller
reserves the right to adjust prices if cement and fly ash costs increase due to a shortage or delay in availability from usual sources; (d) Seller reserves the right to test all in-place concrete for conformance to agreed specifications; (e) 
Seller shall not be responsible for any alleged failure to meet specifications of concrete if the concrete have not been conveyed, placed, cured, and protected in accordance with the most recent revision of the ACI Standards; (f) Seller
shall not be responsible for any alleged failure to meet specifications if concrete are placed with a slump greater than indicated on the mix design; (g) Seller does not warrant concrete shrinkage, temperature, or the water-to-cement
ratio, except as otherwise stated in specifications provided to Seller in advance, concrete mix designs, or Seller’s Sales Quotation; (h) Seller is not responsible for variations in color, “pop-outs,” or cracking; and (i) all claims 
regarding delivery, billing, or product quality must be submitted to Seller in writing within 30 days from the date of delivery of the concrete or such claims shall be deemed waived.
9. Aggregates. For aggregates sold by Seller, (a) Seller takes no responsibility for degradation or segregation of aggregates after delivery due to equipment or excess handling at the project site; and (b) Seller only warrants the
physical properties of the goods (gradation, sand equivalent, or cleanliness value) at the point of delivery to Buyer.
10. Concrete Blocks and Recycled Materials. All concrete blocks and recycled materials are sold as-is with all faults and size, shape, and color of materials may vary.
11. Limited Warranty. THE FOLLOWING IS IN LIEU OF ALL WARRANTIES, EXPRESS, IMPLIED, OR STATUTORY, INCLUDING BUT NOT LIMITED TO ANY EXPRESS OR IMPLIED WARRANTIES OF MERCHANTABILITY
OR FITNESS FOR A PARTICULAR PURPOSE AND ANY OTHER OBLIGATION ON THE PART OF THE SELLER. Seller warrants that at the time of delivery, the quality of materials and workmanship of Seller’s goods or services
will conform to the requirements of the specifications set forth in the applicable sales contract(s), quotation, or to Seller’s standard manufacturing practice. If Seller’s goods or services fail to conform, at time of delivery, to Seller’s 
warranty, Seller’s sole and exclusive liability will be, at Seller’s sole discretion: (a) to repair or replace the non-conforming goods or services at a reasonable time, F.O.B. Seller’s plant, or (b) to refund the purchase price for such
non-conforming goods or services. Notice of defective goods or services must be given to Seller immediately upon discovery of the defect, provided, however, that notice of any defect must be given within thirty (30) days from the date of
delivery. All scheduled dates are estimated, and in no event shall Seller be liable for any damages resulting from delays in providing goods or services.
12. Limitation of Liability. SELLER’S LIABILITY ARISING OUT OF OR RELATED TO THE SALES, WHETHER IN CONTRACT, TORT, INDEMNITY, STRICT LIABILITY, OR ANY OTHER LEGAL THEORY, SHALL IN NO EVENT
EXCEED THE PRICE OF THE SALES OR PORTION OF SUCH SALES ON WHICH SUCH LIABILITY IS BASED, AND BUYER WAIVES ANY CLAIM IN EXCESS OF THAT AMOUNT. IN NO EVENT SHALL SELLER BE
LIABLE FOR LOST PROFITS, INDIRECT, SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES, LOSSES OR EXPENSES, DIRECTLY OR INDIRECTLY ARISING FROM THE SALE, HANDLING OR USE OF THE
GOODS OR SERVICES OR FROM ANY OTHER CAUSE OR BREACH INCLUDING, BUT NOT LIMITED TO BREACH OF WARRANTY OR NEGLIGENCE.
13. Force Majeure. Seller will not be responsible for delays in production or delivery for any reason resulting from acts of God, earthquakes, sabotage, fire, flood, epidemics/pandemics, strikes, lockouts, other labor issues of any kind,
priorities, allocations, limitations or other restraints which affect manufacture or delivery, accidents, war, insurrection, delays in transportation, equipment failure, damage to equipment or facilities, shortage or delays of transportation,
fuel, or materials, present or future laws and governmental interference or regulation, or for any other reason beyond Seller’s reasonable control. Seller reserves the right to adjust prices due to delays, shortage, or increased costs of
materials or transportation.
14. Limitation of Action. No legal action shall be brought by Buyer against Seller for any claim with respect to any sales more than one (1) year after delivery of goods or services. It is agreed that any cause of action with respect to such
sales will accrue on the date of delivery. If any provision hereof is held by a court of competent jurisdiction to be illegal, void, or unenforceable, such provision will be of no force and effect, but the legality or unenforceability will have no
effect upon and will not impair the enforceability of any other provision.
15. Documents. A counterpart of this document delivered by facsimile or electronic transmission shall be deemed an original document and be valid for all purposes. If Seller electronically stores this document, a reproduction from the
scanned document shall be considered to be an original counterpart and shall be enforceable. The Electronic Signatures in Global and National Commerce Act (P.L. No. 106-229) or the Uniform Electronic Transactions Act (or its
applicable state law equivalent) apply to this document and to all Sales. Electronic and digital signatures may be used by either party. As a standard practice, Seller offers electronic invoicing to customers. Buyer must contact Seller if
Buyer does not wish to receive electronic invoicing. When applicable, the terms of Executive Order 11246 and 41 C.F.R. Part 60-1 shall apply to this document and to all Sales. Buyer and Seller represent and agree that there are no third
party beneficiaries to this document and that Buyer and Seller are the sole intended beneficiaries of this document and all Sales.
16. Quantity. Buyer acknowledges that the amount of goods ordered by it has been determined by Buyer and not by Seller. Conversion of goods from yards to tons or tons to yards is the responsibility of Buyer. Buyer assumes full
responsibility and shall hold Seller harmless regarding the adequacy of the amount of goods ordered. Buyer shall not entitled to receive credit for returned goods. In Seller’s sole discretion, Seller may accept returned goods but such
return shall be subject to a restocking fee.
17. Inspection. Any inspection test or analysis required by Buyer must be specified in writing promptly after Buyer orders the goods and prior to shipment from Seller’s plant. If not so made, Buyer waives any claim of failure of the goods to
meet such inspection, test or analysis. Any expense of such inspection, test or analysis shall be paid by the Buyer. Seller reserves the right to test all in-place goods for conformance. Buyer shall notify Seller of intent to enter into any
agreement with any agency to pave over Seller’s base material prior to obtaining passing or failing certification. Upon paving over Seller’s base material without obtaining passing or failing results, Buyer assumes any and all financial
responsibility for repair and/or replacement of all materials. All claims regarding delivery, billing, or product quality must be submitted to Seller in writing within 30 days from the date the goods are received at Seller’s plant, or such
claims shall be deemed waived.
Hanson Aggregates, LLC., a division of HeidelbergCement Group

See SDS for 
further
Before handling product determine appropriate ventilation or respiratory protection. Repeated inhalation of respirable crystalline silica 
(quartz) may cause lung cancer. 
Health risk is dependent upon work duration and levels of potential silica exposure in the workplace.
Dispose of contents/container in accordance wth local, regional, national, and international regulations.
If exposed or concerned: Get medical advise/attention if you feel unwell or irritation or rash occurs. If on skin: Take off contaminated clothing immediately and wash 
before reuse. Wash with plenty of water. If in eyes: Rinse continously with water for several minutes. Remove contact lenses if present and easy to do. 
If 
inhaled:Remove to fresh air and keep comfortable for breathing. If swallowed: Rinse mouth. Do not induce vomiting.
Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Avoid breathing dust. Use outdoors in a well ventilated 
area. Wash any exposed body parts after handling. Wear protective gloves, clothing, eye protection and face protection. Contaminated clothing must not be allowed out 
of the workplace.
Supplemental
 Information:
Storage:
Response:
Prevention:
May cause cancer.
Causes severe skin burns and eye 
damage.
DANGER
See SDS for 
further
Keep container tightly closed.
Disposal:
Before handling product determine appropriate ventilation or respiratory protection. Repeated inhalation of respirable crystalline silica 
(quartz) may cause lung cancer. 
Health risk is dependent upon work duration and levels of potential silica exposure in the workplace.
Dispose of contents/container in accordance wth local, regional, national, and international regulations.
If exposed or concerned: Get medical advise/attention. If swallowed: call a poison center or doctor if you feel unwell. Rinse mouth. If inhaled: Remove to fresh air an 
keep confortable. If on skin: Wash with plenty of water. Take off contaminated clothing and wash before reuse. If in eyes: Rinse continously with water for several 
minutes. Remove contact lenses, if present and easy to do.
Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Wash thoroughly after handling. Do not eat, drink, or 
smoke when using this product. Avoid breathing dust. Use only outdoors in a well ventilated area. Wear protective gloves, clothing, eye protection, and face protection.
Supplemental
 Information:
Storage:
Response:
Prevention:
Harmful if swallowed.
Harmful if inhaled.
Causes serious eye irritation
Restrict or control access to stockpile areas. Engulfment hazard: To prevent burial or suffocation, do not enter a confined space, such as a silo, bulk truck, or other 
storage container or vessel that stores or contains product without an effective procedure for assuring safety. 
Disposal:
WARNING
Lehigh Hanson - 300 E. John Carpenter Freeway, Suite 1645 Irving, TX 75062 - www.lehighhanson.com - 972-424-9300
Lehigh Hanson - 300 E. John Carpenter Freeway, Suite 1645  Irving, TX 75062  www.lehighhanson.com - 972-424-9300
DANGER
May cause cancer.
May cause damage to organs(Lung) 
through prolonged or repeated 
Prevention:
Response:
Storage:
Disposal:
Supplemental
 Information:
Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Wash any exposed body parts after handling. 
Wear 
protective gloves, clothing, eye protection and face protection.
If exposed or concerned: Get medical advise/attention. If on skin: Wash with plenty of water. Take off contaminated clothing and wash it before reuse. If in eyes : 
Rinse continously with water for several minutes. Remove contact lenses, if present and easy to do.
Restrict or control access to stockpile areas (Store locked up). Engulfment hazard: To prevent burial or suffocation, do not enter a confined space, such as a silo, bulk 
truck, or other storage container or vessel that stores or contains aggregates without an effective procedure for assuring safety.
Dispose of contents/container in accordance wth local, regional, national, and international regulations.
Before handling product determine appropriate ventilation or respiratory protection. Repeated inhalation of respirable crystalline silica 
(quartz) may cause lung cancer. 
Health risk is dependent upon work duration and levels of potential silica exposure in the workplace.
Lehigh Hanson - 300 E. John Carpenter Freeway, Suite 1645 Irving, TX 75062 - www.lehighhanson.com - 972-424-9300
See SDS for 
further
HOT MIX ASPHALT
AGGREGATES
BARK OR SOIL PRODU
Hanson Aggregates, LLC., a division of HeidelbergCement Group

Attn:
Acct#:
JOSE OJEDA
11535 E. GERMANN RD
DCS CONTRACTING, INC.
Contract #:
CHANDLER, AZ  85286
CHANDLER, AZ 85248
Quote Name:
Quote #:
 Quotation
22151 CMR DOBSON RD :INTEL DRIVEWAYS 
517992
DOBSON RD & CHAPARRAL WAY / CHANDLE
AZ049140
214515
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Wednesday, March 23, 2022
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Wednesday, March 23, 2022
Wednesday, March 23, 2022
Friday, April 22, 2022
Saturday, December 31, 2022
Eric Tanner
2526 E University Drive
480-489-7918
tannere@vmcmail.com
**Effective January 1, 2023 all quoted asphalt will have a price increase of $2.50 per ton.  Final expiration date March 1, 
2023.
**Effective January 1, 2023 all quoted aggregates will have a price increase of $1.50 per ton.  Final expiration date March 1, 
2023.
This Hot-Mix Asphalt quote is based on a published average selling price from Poten & Partners for liquid binder of $543/per 
ton. Any increase in price of $25.00 or greater will be billed to the customer at $1.50 per ton for every $25.00 increase.
In the above example, if the published rack rate for liquid binder hits $568/ton during the lifecycle of the project, an increase 
of $1.50/ton will be added to each invoice for that month.   If the rack rate climbs to $593/ton, a second $1.50 Binder 
Surcharge will go into effect.  If pricing drops back down to the initial published rate, we’ll adjust the price back to the original 
quoted per ton price.
Material quoted based on no specs reviewed. If any changes or different material is required, material is subject to price 
adjustment.
Prices quoted are for delivery during normal business hours - Monday thru Friday 6AM to 5PM. Plant Premium for Monday - 
Friday night production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday production (per 8 
hour shifts) will be charged $1,000.00 per shift.  Plant Premium for Sunday production (per 8 hour shifts) will be charged 
$2,000.00 per shift. Any overtime will be charged at $350.00 per hour.  Delivered price is based on 23.50 tons (full load), 
short load fee will apply if under 23.50 tons. Truck stand by will be charged on site after the first 20 minutes at the rate of 
$100 per hour or $1.67 per minute. All night work will be subject to an 8 hour minimum hourly haul charge. All weekend work 
will be subject to a 4 hour minimum hourly haul charge. Trucking is based on availability. Vulcan materials will not be held 
responsible for schedule impacts due to trucking shortages. A fuel surcharge of 6% will be added to either our hourly or 
tonnage rates when diesel fuel reaches $4.00 per gallon.  This rate will increase by 2% for each additional $0.25 increase in 
the price per gallon.  This rate will be charged or removed on a weekly basis.   
All FOB conventional asphalt will be $82.00 per ton.
Product #
Product Name
Plant
Delivered 
Price Per Unit
U/M
Qty
LITCHFIELD RESALE
MAG SPEC ABC   P105
1627P105
Tons
 3,094
$16.45
STD FRT RATE
Truck Type
LITCHFIELD RESALE
MAG SPEC ABC   P105
1627P105
Tons
 3,094
$16.25
BOTTOM DUMP
Truck Type
Page 1 of 3
Vulcan price is based on date of 
delivery. Base price provided on 
this quote is subject to change per 
the terms of price escalations.

Product #
Product Name
Plant
SAND & GRAVEL
Delivered 
Price Per Unit
U/M
Qty
WEST 43RD SAND & GRAVEL
1IN- 3IN TRACKOUT ROCK
21042
Tons
 600
$29.30
STD FRT RATE
Truck Type
Product #
Product Name
Plant
ASPHALT
Delivered 
Price Per Unit
U/M
Qty
SAN TAN HMA
3/4" EVAC PG70-10
231512T
Tons
 722
$71.80
STD FRT RATE
Truck Type
SAN TAN HMA
1/2" EVAC - Gyratory
331512T
Tons
 496
$73.80
STD FRT RATE
Truck Type
Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed upon 
in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to 
review/revision.  Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future 
projects.
Prices are FOB your jobsite as stated above.  Terms are Net 15 prox.  Please note standard terms and conditions apply.  (Subject to 
credit approval)
Page 2 of 3

GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in 
Customer’s Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means 
which are provided by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”).  Prices are available only 
to the customer specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month, 
(18% annum), will accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the 
balance is paid in full, or at the maximum amount permitted by law in which the sale occurred, whichever is less.  However, the assessment of a finance charge on invoices paid in full 
by the payment due date will be waived.  Quotation is offered for furnishing the total aggregate requirements for the project only.  Customer’s contract with Vulcan regarding the sale by 
Vulcan to Customer of the materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents.  Prices reflect Customer 's acceptance of 
materials at the quoted plant based upon gradation analysis performed and reported by Vulcan 's certified plant quality control personnel. Any penalties that result from in place 
sampling shall be the full responsibility of Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions , 
which are hereby rejected.  Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents , 
and Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes.  Any terms or conditions of a subsequent purchase order 
issued by Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or 
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory 
evidence of exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable.  
The 
quantities of material delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales 
yard.
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in 
default upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.  
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at 
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or 
other conditions beyond Vulcan’s reasonable control.  In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive 
remedy for any cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of 
this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer.  Vulcan shall also have right to change, modify or amend any other terms and conditions upon written 
notice of such change to customer.  The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such 
notice.  .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from 
shall apply to the sale of all materials subject hereto.  In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail.  All
disputes regarding finance charges shall be governed by Alabama law .
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the 
specifications set forth in Vulcan’s quotation.  VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND ALL 
OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE.  In addition, 
except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is 
innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications, 
regulations, ordinances, statutes, or other standards 
applicable to Customer’s job or to said material as used by Customer.  VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL 
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Resource Items
4/12/2022 
2:44:00 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
4000 Concrete Suppliers
Quote Group:
Reviewed: No
Complete
 (1 of 1)
4000 Concrete Suppliers
4000 Concrete Suppliers
4000 Concrete Suppliers
Quote Description:
39,922.25
0.00
0.00
Awarded Total:
Quoted Items Total:
39,922.25
40,063.20
45,773.19
Special Conditions:
0.00
0.00
0.00
Quoted Total:
39,922.25
40,063.20
45,773.19
Last Update:
4/12/2022 2:44:00 PM
4/11/2022 2:44:31 PM
4/7/2022 7:54:32 AM
Comparable Total:
39,922.25
40,063.20
45,773.19
Hanson - Concrete
Cemex
CalPortland
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
450110 1/2 Sack Slurry
0.00 CY
0.00
115.00
0.00
104.40
0.00
115.00
4000 
Concrete 
Suppliers
450125 MAG B 2500 PSI 
Concrete
176.75 CY
27,925.94
158.00
24,284.96
137.40
24,037.52
136.00
4000 
Concrete 
Suppliers
450130 MAG A 3000 PSI 
Concrete
12.53 CY
2,016.53
161.00
1,745.99
139.40
1,753.50
140.00
4000 
Concrete 
Suppliers
450141 MAG AA 4000 
w/Fiber Mesh
89.98 CY
15,430.73
171.50
13,532.26
150.40
13,631.23
151.50
4000 
Concrete 
Suppliers
450151 Short Load Charge
2.00 LD
400.00
200.00
500.00
250.00
500.00
250.00
4000 
Concrete 
Suppliers
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:42 AM

Quotation No.       
 
Sales Rep 
Clark, Brian 
118548 
 
4025 S. McClintock Dr. #202 
 
Ph:(480) 639-7165 
 
Tempe, Arizona  85282 
 
 
 
Sales: 602-685-4800 
Fax:   602-275-9146 
Concrete Dispatch:      602-685-3400 
 
 
 
 
JOB NAME 
INTEL DRIVEWAYS 1 & 4 
MAP 
 
JOB / P.O. NUMBER 
74578/  
QUOTE DATE 
3/28/2022 
JOB LOCATION 
DOBSON RD & CHAPARRAL WAY   CHANDLER, AZ   
JOB START DATE 
April 1, 2022 
 
 
 
BID DATE 
CUSTOMER 
DCS CONTRACTING INC 
 
March 28, 2022 
 
 
 
 
CONTACT 
CARL MCAFEE        480 732-9238 
CARL.MCAFEE@DCSCONTRACTING.COM 
 
 
 
 
 
 
STREET ADDRESS 
11535 E GERMANN RD 
 
EXPIRATION DATE 
 
 
 
August 31, 2022 
CITY, STATE, ZIP 
CHANDLER            AZ,          85249       
 
** See Escalator Clause 
 
 
 
 
CUSTOMER NO. 
4281145 
 
 
 
 
QTY 
UOM 
MATERIAL DESCRIPTION 
PRODUCT CODE 
PRICE 
0 
DS 
NON-CHLORIDE ACCELERATOR (PER % PER CY) 
3333 
$8.00 
0 
EA 
WATER - HOT - PER YARD 
5060 
$.00 
0 
DS 
RETARDER (LEVEL PER YARD) 
5161 
$5.00 
0 
EA 
WATER-CHILLED-PER YARD 
8200 
$.00 
0 
LB 
ICE (PER LB./PER YARD) 
8300 
$.80 
0 
EA 
NITRO1 
NITRO 
$5.00 
0 
LB 
FIBER FORCE 150 
8050 
$6.50 
0 
LB 
FIBER FORCE 750 
8052 
$7.50 
0 
CY 
SATURDAY FEE P/YD 
9960 
$10.00 
0 
EA 
STAND-BY - CONCRETE - PER MINUTE 
9999 
$2.00 
0 
EA 
CANCEL ORDER CHARGE - FLAT FEE 20=< 
9000 
$100.00 
0 
EA 
CANCEL ORDER CHARGE - PER YARD 20+ 
9001 
$5.00 
0 
CY 
ENVIRONMENTAL FEE  P/YD 
5408 
$2.00 
0 
CY 
FUEL SURCHARGE - P/YD 
3835 
$3.00 
1 
CY 
1/2 SACK ABC SLURRY (PHCLSM1/2) 
PHCLSM 
$105.00 
176 
CY 
MAG B, 1” 
2253141 
$126.00 
12 
CY 
MAG A, 1” 
2303141 
$130.00 
90 
CY 
MAG AA, 1” 
2403141 
$135.00 
ADDITIONAL COMMENTS                                                                                                                              PRICES DO NOT INCLUDE TAX, IF APPLICABLE RATE IS 8.60% 
• 
SHORT LOAD CHARGES APPLY: $250/LOAD FOR 5CY OR LESS. 
Escalation Notes: 
 
PRICE INCREASES: $5/CY ON 9/1/2022, TBD 4/1/2023. 
 
 
 
Signature:                              
        
 
 
 
 
 
Date:  ____3/28/2022_________ 
 
 
Signature of Buyer Acceptance of this quote:    _______________________                          
Date:            _________                                                       
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Hanson's price are only projected to 
March 2023. Material base price on this 
quote is subject to change and will be 
adjusted based on day per delivery. 
Hanson does not guarantee delivery and 
the availability to service.

CONCRETE TERMS AND CONDITIONS 
▪ 
THIS QUOTE IS SUBJECT TO THE BELOW TERMS AND CONDITIONS AND THE ATTACHED GENERAL TERMS AND CONDITIONS OF SALE. 
▪ 
ALL ORDERS AND QUOTED PRICES ARE SUBJECT TO CREDIT APPROVAL.    
▪ 
Stand by Charges:  First five (5) minutes per yard at no charge.  Thereafter $2.00 per minute ($120.00 Per Hour). 
▪ 
Cancellations within 48 hours are subject to fee. 
▪ 
Orders of 3 yards or less are not guaranteed and order backs will be subject to an additional short load fee.  
▪ 
There is a required 3 yard minimum load size for all deliveries of high-performance concrete (strengths in excess of 6000 PSI or sack content above 8), lightweight 
concrete, or color concrete. 
▪ 
Customer is responsible for providing a contained area for the ready mix truck wash out and to properly dispose of the wastewater. 
▪ 
Customer is responsible for a safe work environment. 
▪ 
TERMS: NET 30 FROM INVOICE DATE 
▪ 
This Quote is valid for 30 days following the quote date listed above. 
NOTES AND COMMENTS 
▪ 
PLEASE CONTACT THE SALES DEPARTMENT PRIOR TO ORDERING FOR A PROJECT THAT WE ARE GOING TO SUPPLY.   
▪ 
Please order by product codes when given.  Mix designs are available upon request. 
▪ 
Changes in the cementitious content or admixture dosages will be charged to the customer accordingly. 
▪ 
The placement, finish, and overall aesthetics of this product are the responsibility of the Buyer. 
▪ 
Concrete is not warranted to be acceptable for use in the specific environment or soils condition.

GENERAL TERMS AND CONDITIONS OF SALE 
1. Applicability. All references in this document to “Seller” shall include Lehigh Hanson, Inc. and/or its subsidiaries or affiliates (including any division of the 
foregoing) performing any or all of the scope hereunder, whether or not specifically identified herein. Buyer agrees that the following terms and conditions will 
apply to all sales of goods or services (“Sales”) by Seller to Buyer and any of its subsidiaries or affiliates. By ordering or accepting the goods described herein, 
Buyer is accepting and agreeing to these terms and conditions. Buyer agrees that any terms and conditions appearing on any document submitted by Buyer 
which are in conflict with (a) the terms and conditions contained herein or (b) any credit application, invoice, or bill of lading submitted by Seller shall be 
expressly rejected and shall not constitute terms of any Sales. The terms and conditions of any written agreement signed by Seller and Buyer shall prevail to the 
extent of any inconsistency with these terms and conditions. Fulfillment of Buyer’s order does not constitute acceptance of any of Buyer’s terms and conditions 
and does not serve to modify or amend this document.   
2. Governing Law/Payment Address. All matters between Seller and Buyer, including venue, will be governed by the laws of the state in which the delivery 
of goods or services is to occur. All indebtedness due is payable at Seller’s office identified in the invoice or billing, unless and until Seller designates a 
different place of payment. Invoices shall be deemed correct unless contested in writing within seven (7) business days of receipt. 
3. Prices. Prices in Seller’s quotations are subject to change without notice, and all quotations expire and become invalid if not accepted within 30 days from 
the date of issue, unless otherwise noted by Seller in writing. Price extensions when made are for Buyer’s convenience only, and they, as well as any 
mathematical or clerical errors, are not binding on Seller. Unless expressly written otherwise, prices shown do not include any sales, excise, or other 
governmental tax or charge payable by Seller to Federal, State or local authority. Buyer agrees to reimburse Seller for any such tax or to provide Seller with an 
acceptable and authorized tax exemption certificate. Title and risk of loss to goods shall transfer to Buyer upon Seller’s delivery (whether F.O.B. Seller’s plant 
or delivery by Seller at location designated by Buyer). Unless otherwise specified herein, all deliveries of goods shall be made FOB Buyer’s trucks/railcars at 
Seller’s plant.  Seller’s weights taken by track scale in the case of rail shipments shall govern. 
4.  Buyer Financial Condition. Any order for goods or services by Buyer shall constitute a representation that Buyer is solvent. In addition to Seller’s right 
under the Uniform Commercial Code, if, in the judgment of Seller, Buyer’s financial condition at the time of shipment does not justify the terms of payment 
specified, Seller reserves the right to require from Buyer full or partial cash payment or other adequate assurance of performance before shipment. Seller 
reserves the right to suspend its performance until such payment or adequate assurance of performance has been received. Seller maintains the right to 
periodically review and adapt payment terms as necessary and to curtail, modify or eliminate any credit availability or credit limit within its sole discretion. 
Buyer shall provide Seller all information requested by Seller to prepare and effect any notices required to perfect lien rights under applicable law. Upon 
request, Buyer shall provide Seller copies of any payment bonds. 
5. Security Interest. To secure payment for all purchases from Seller, now and in the future, Buyer hereby grants Seller a continuing security interest in all of 
Buyer’s presently owned or hereafter acquired (a) goods and tangible personal property, (b) rights to payment of cash money, accounts, deposits, and refunds, 
(c) instruments, (d) promissory notes, (e) Chattel paper (electronic and tangible), (f) documents, (g) books and records, (h) accounts, (i) accounts receivables, 
(j) equipment, (k) inventory, (l) commercial tort claims, (m) general intangibles, (n) payment intangibles, and (o) software, whether now existing or later 
acquired, together with all proceeds, substitutions, and all support obligations thereof. Seller’s security interest is explicitly limited to outstanding obligations 
between Buyer and Seller. 
6. Payment Terms.  Buyer agrees to pay Seller all costs and expenses of collection, suit, or other legal action, including all actual attorneys’ and paralegal 
fees, incurred through trial, on appeal, or in any administrative or bankruptcy proceedings brought as a result of the commercial relationship between them. 
Any cause of action which Seller may have against Buyer may be assigned by Seller. If Buyer’s credit application is approved by Seller, then payment terms 
are Net-30 days, unless otherwise stated on the invoice or other writing from Seller. Payment is due in the form of cash, cash equivalent, check, or money 
order. Seller may apply Buyer’s payment against any open charges within Seller’s sole discretion. Seller reserves the right, even after partial payment on 
account hereof, to require from Buyer payment in advance or satisfactory security or guarantee of the due performance any and all of Buyer’s obligations 
hereunder. Refusal to make such payment in advance or to furnish such satisfactory security guarantee or the failure of Buyer to perform any of its obligations 
under this or any other existing agreement of sale will entitle Seller to withhold future deliveries or to terminate this agreement of sale, and any unpaid amounts 
shall thereupon become due and payable without prejudice to any claim for damages the Seller may be entitled to make.  On past due accounts Seller may 
impose a monthly finance charge of the higher of one and one half percent per month or the maximum interest charge permitted by the law governing the 
account between Buyer and Seller. The finance charge shall continue to accrue after Seller obtains a judgment against Buyer. Seller has the right to exercise 
setoff or recoupment when needed to satisfy an outstanding debt. All agreements between Seller and Buyer (and any affiliate or subsidiary or Buyer) shall be 
considered as one single integrated agreement between Seller and Buyer. Buyer agrees to pay reasonable storage fees if materials are stored on Seller’s yard 
more than sixty (60) days after Seller is ready for delivery. 
7. Delivered Goods. For goods delivered to Buyer by Seller, (a) reasonable unloading time (determined in Seller’s sole discretion) shall be included in price of 
goods; (b) additional unloading time shall be charged at the rate quoted by Seller, or, if not quoted, the standard rate per hour; (c) Seller does not guarantee 
arrival time or the rate of delivery; (d) Seller shall not be liable for any delays in delivery or loss or damage in transit; (e) delivered prices are based on 
information provided by Buyer, and if location of project varies, freight will be adjusted and billed accordingly; (f) deliveries will be made only to points 
which, in Seller's opinion, are reasonably accessible to Seller's equipment under its own power; (g) SELLER IN NO EVENT SHALL BE LIABLE FOR 
DAMAGE TO SIDEWALKS AND DRIVEWAYS, BUYER ASSUMES ALL RISKS OF AND RELEASES SELLER, SELLER’S AFFILIATES AND 
THEIR RESPECTIVE EMPLOYEES AND AGENTS (“SELLER INDEMNITEES”), AND AGREES TO INDEMNIFY, DEFEND, AND HOLD 
HARMLESS SELLER INDEMNITEES FROM AND AGAINST ALL LIABILITY, CLAIMS, FEES, AND EXPENSES FOR, ALL INJURIES TO, DEATH 
OF, ANY PERSONS AND LOSS OF OR DAMAGE TO PROPERTY, ARISING FROM OR RELATED TO SELLER'S PRESENCE ON, USE OF, OR 
ACCESS TO THE JOB SITE SPECIFIED BY BUYER FOR DELIVERY, except to the extent any damage arises solely from Seller's negligence; (h)  Buyer 
agrees to pay for all repairs to Seller’s trucks or equipment resulting from Buyer’s method of unloading goods; (i) trucks which become stuck on the site will 
be pulled out by a bona-fide wrecker at Buyer’s expense; (j) Seller reserves its right to discontinue deliveries of materials until the cause of damage to its truck 
has been eliminated; (k) Buyer is responsible to provide a safe working environment at the delivery location; and (l) Buyer shall provide an authorized person 
to sign the Delivery Ticket and a signature on one Delivery Ticket shall be deemed a signature on all Delivery Tickets for all goods received that day. 
8.  Concrete. For concrete sold to Buyer by Seller, (a) concrete mix is designed to meet required strength when placed and tested according to American 
Concrete Institute standards (ACI) and American Standard of Testing and Measurement specifications (ASTM); (b) Buyer waives and releases liability and 
voids the limited warranty below if water and/or other foreign material is added by Buyer or at the request of Buyer or its employees or agents; (c) Seller 
reserves the right to adjust prices if cement and fly ash costs increase due to a shortage or delay in availability from usual sources; (d) Seller reserves the right

to test all in-place concrete for conformance to agreed specifications; (e) Seller shall not be responsible for any alleged failure to meet specifications of 
concrete if the concrete have not been conveyed, placed, cured, and protected in accordance with the most recent revision of the ACI Standards; (f) Seller shall 
not be responsible for any alleged failure to meet specifications if concrete are placed with a slump greater than indicated on the mix design; (g) Seller does not 
warrant concrete shrinkage, temperature, or the water-to-cement ratio, except as otherwise stated in specifications provided to Seller in advance, concrete mix 
designs, or Seller’s Sales Quotation; (h) Seller is not responsible for variations in color, “pop-outs,” or cracking; and (i) all claims regarding delivery, billing, or 
product quality must be submitted to Seller in writing within 30 days from the date of delivery of the concrete or such claims shall be deemed waived. 
9.  Aggregates. For aggregates sold by Seller, (a) Seller takes no responsibility for degradation or segregation of aggregates after delivery due to equipment or 
excess handling at the project site; and (b) Seller only warrants the physical properties of the goods (gradation, sand equivalent, or cleanliness value) at the 
point of delivery to Buyer. 
10. Concrete Blocks and Recycled Materials. All concrete blocks and recycled materials are sold as-is with all faults and size, shape, and color of materials 
may vary.    
11. Limited Warranty. THE FOLLOWING IS IN LIEU OF ALL WARRANTIES, EXPRESS, IMPLIED, OR STATUTORY, INCLUDING BUT 
NOT LIMITED TO ANY EXPRESS OR IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE 
AND ANY OTHER OBLIGATION ON THE PART OF THE SELLER. Seller warrants that at the time of delivery, the quality of materials and 
workmanship of Seller’s goods or services will conform to the requirements of the specifications set forth in the applicable sales contract(s), quotation, or to 
Seller’s standard manufacturing practice. If Seller’s goods or services fail to conform, at time of delivery, to Seller’s warranty, Seller’s sole and exclusive 
liability will be, at Seller’s sole discretion: (a) to repair or replace the non-conforming goods or services at a reasonable time, F.O.B. Seller’s plant, or (b) to 
refund the purchase price for such non-conforming goods or services. Notice of defective goods or services must be given to Seller immediately upon 
discovery of the defect, provided, however, that notice of any defect must be given within thirty (30) days from the date of delivery. All scheduled dates are 
estimated, and in no event shall Seller be liable for any damages resulting from delays in providing goods or services. 
12. Limitation of Liability. SELLER’S LIABILITY ARISING OUT OF OR RELATED TO THE SALES, WHETHER IN CONTRACT, TORT, 
INDEMNITY, STRICT LIABILITY, OR ANY OTHER LEGAL THEORY, SHALL IN NO EVENT EXCEED THE PRICE OF THE SALES OR 
PORTION OF SUCH SALES ON WHICH SUCH LIABILITY IS BASED, AND BUYER WAIVES ANY CLAIM IN EXCESS OF THAT AMOUNT. 
IN NO EVENT SHALL SELLER BE LIABLE FOR LOST PROFITS, INDIRECT, SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES, 
LOSSES OR EXPENSES, DIRECTLY OR INDIRECTLY ARISING FROM THE SALE, HANDLING OR USE OF THE GOODS OR SERVICES 
OR FROM ANY OTHER CAUSE OR BREACH INCLUDING, BUT NOT LIMITED TO BREACH OF WARRANTY OR NEGLIGENCE. 
13. Force Majeure. Seller will not be responsible for delays in production or delivery for any reason resulting from acts of God, earthquakes, sabotage, fire, 
flood, epidemics/pandemics, strikes, lockouts, other labor issues of any kind, priorities, allocations, limitations or other restraints which affect manufacture or 
delivery, accidents, war, insurrection, delays in transportation, equipment failure, damage to equipment or facilities, shortage or delays of transportation, fuel, 
or materials, present or future laws and governmental interference or regulation, or for any other reason beyond Seller’s reasonable control. Seller reserves the 
right to adjust prices due to delays, shortage, or increased costs of materials or transportation. 
14. Limitation of Action. No legal action shall be brought by Buyer against Seller for any claim with respect to any sales more than one (1) year after delivery 
of goods or services. It is agreed that any cause of action with respect to such sales will accrue on the date of delivery. If any provision hereof is held by a court 
of competent jurisdiction to be illegal, void, or unenforceable, such provision will be of no force and effect, but the legality or unenforceability will have no 
effect upon and will not impair the enforceability of any other provision. 
15. Documents. A counterpart of this document delivered by facsimile or electronic transmission shall be deemed an original document and be valid for all 
purposes. If Seller electronically stores this document, a reproduction from the scanned document shall be considered to be an original counterpart and shall be 
enforceable. The Electronic Signatures in Global and National Commerce Act (P.L. No. 106-229) or the Uniform Electronic Transactions Act (or its applicable 
state law equivalent) apply to this document and to all Sales. Electronic and digital signatures may be used by either party. As a standard practice, Seller offers 
electronic invoicing to customers. Buyer must contact Seller if Buyer does not wish to receive electronic invoicing. When applicable, the terms of Executive 
Order 11246 and 41 C.F.R. Part 60-1 shall apply to this document and to all Sales.  Buyer and Seller represent and agree that there are no third party 
beneficiaries to this document and that Buyer and Seller are the sole intended beneficiaries of this document and all Sales. 
16. Quantity. Buyer acknowledges that the amount of goods ordered by it has been determined by Buyer and not by Seller.  Conversion of goods from yards to 
tons or tons to yards is the responsibility of Buyer.  Buyer assumes full responsibility and shall hold Seller harmless regarding the adequacy of the amount of 
goods ordered. Buyer shall not be entitled to receive credit for returned goods.  In Seller’s sole discretion, Seller may accept returned goods but such return 
shall be subject to a restocking fee. 
17. Inspection. Any inspection test or analysis required by Buyer must be specified in writing promptly after Buyer orders the goods and prior to shipment 
from Seller’s plant.  If not so made, Buyer waives any claim of failure of the goods to meet such inspection, test or analysis. Any expense of such inspection, 
test or analysis shall be paid by the Buyer.  Seller reserves the right to test all in-place goods for conformance.  Buyer shall notify Seller of intent to enter into 
any agreement with any agency to pave over Seller’s base material prior to obtaining passing or failing certification.  Upon paving over Seller’s base material 
without obtaining passing or failing results, Buyer assumes any and all financial responsibility for repair and/or replacement of all materials.  All claims 
regarding delivery, billing, or product quality must be submitted to Seller in writing within 30 days from the date the goods are received at Seller’s plant, or 
such claims shall be deemed waived.

SAFETY WARNINGS

Job Information Work Sheet 
 
Hanson Aggregates LLC 
Please Remit to: Justin Macy or Rene Rivas 
 
Justin.Macy@lehighhanson.com /  Rene.Rivas@lehighhanson.com 
 
Please fill out ALL HIGHLIGHTED   information for this job ☺ 
MUST BE RETURNED TO HANSON IN ORDER FOR MATERIAL TO BE SHIPPED 
 
Customer: 
 
 
Contact Code Person: 
 
E-Mail: 
 
 
Phone Number: 
 
Fax :  
 
 
Acct No:  
 
Date : 
 
S/O#: 
 
 
Project Name: 
 
 
Address : 
 
 
City: 
 
State: 
 
ZipCode: 
 
 
Job Number/PO#:   
 
 
 
Project Type: 
Private 
{  } 
Public 
{  } 
State/Local 
{  } 
Federal 
{  } 
Residential 
{  } 
Bond Job 
{  } 
 
 
Start Date: 
 
 
Est. Amount:  
$ 
 
 
Owner Name: 
 
 
Owner Address: 
 
 
Lender/Bonding Co. : 
 
 
Address: 
 
 
Loan OR Bond #: 
 
 
Gen./Direct Contractor : 
 
 
Address: 
 
 
Phone Number:

GENERAL INFORMATION
   MATERIAL PRICING
Material 
Number
Description
UoM
Quantity
Price per Unit
Notes
1554955
MAG B 2500 ASH STANDARD
YD3
100.00
$133.00
1555656
MAG B 2500 AIR 25% ASH CURBM STD
YD3
100.00
$133.00
1555049
MAG A 3000 ASH STANDARD
YD3
100.00
$135.00
1555657
MAG A 3000 Air 25% ASH CURBM STD
YD3
100.00
$135.00
1556313
MAG AA 4000 ASH STANDARD
YD3
100.00
$139.00
1555658
MAG AA 4000 AIR 25% Ash CURB STD
YD3
100.00
$139.00
1575834
FIBRFORCE 150,MONO,ABCPOLY
LB
100.00
$7.00
1332797
MAG SEC728 0.5sk(PHCLSM 0.5)
YD3
100.00
$98.00
 ADDITIONAL CLAUSES 
Category
Item
Value
UoM
Comments
Pricing Escalation
These prices expire 09/30/2022.
Surcharges and Fees
Environmental compliance fee
$0.00
USD/Load
Variable Fuel surcharge
$44.00
USD/Load
At present, subject to change
Short Load Fee
Per Schedule
Applies to loads 6 yards or less
4 < 6 cu/ yds
$200.00
USD/Load
2 < 4 cu/ yds
$225.00
USD/Load
1 < 2 cu/ yds
$250.00
USD/Load
Discharge Time
$2.00
USD/min
Charge will apply to the time taken over and 
above 4 minutes per cubic yard for discharge 
time or a maximum of 45 minutes per load
Bucket Washout fee (Chute rinse recovery system)
$25.00
USD/Load
This service must be requested at the time of 
placing an order
Color Washout fee
$25.00
USD/Load
Applies to all loads with colored concrete
Order Cancellation fee
$8.00
USD/Cu Yd
Minimum of 275.00 USD. Applies to all orders 
cancelled after 12:00 pm the business day prior. 
Orders for Monday must be cancelled by 12:00 
pm Friday to avoid fees
Concrete Disposal
Up to 300
USD/Load
Full load of returned concrete $300 ; Partial 
load of returned concrete $125.00
Saturday premium charge - Ready Mix
$10.00
USD/Cu Yd
Plant Opening and Off Hours
Upon Request
Off hours, Saturday and Sunday opening fees 
will be quoted upon request.
Multi-stop
$85.00
USD/Load
Out-of-Area Fee
Upon Request
USD/Load
Additional Products and Services
Accelerator - Winter Set - 1 - Add
$4.00
USD/Cu Yd
Accelerator - Winter Set - 2 - Add
$7.00
USD/Cu Yd
Accelerator - Winter Set - 3 - Add
$10.00
USD/Cu Yd
Accelerator - Winter Set - 4 - Add
$14.00
USD/Cu Yd
Retarder - Summer Set - 1
$3.00
USD/Cu Yd
Retarder - Summer Set - 2
$4.00
USD/Cu Yd
Retarder - Summer Set - 3
$5.00
USD/Cu Yd
Retarder - Summer Set - 4
$6.00
USD/Cu Yd
Chilled water (where available)
$0.00
USD/Cu Yd
Hot water (where available)
$0.00
USD/Cu Yd
BID-0620891 VARIOUS PHOENIX METRO LOCATIONS 4-
022
4/11/2022 3:03 PM
Account:
DCS CONTRACTING
Project:
VARIOUS PHOENIX METRO LOCATIONS 4-2022
Account number:
3039757
Project Address:
8888  East Raintree Drive
Contact:
Matthew Byrne
Scottsdale, Arizona 85260
E-mail:
matthew@dcscontracting.com
Phone:
4807329238ext112
Doc. Expiration Date:
5/11/2022
Price Valid from:
4/11/2022
Customer Service:
602-416-2652
Price Valid to:
Sales Office Address:
8888 E. Raintree, Suite 205 Scottsdale, AZ 85260
Cemex's price will be based on date of 
delivery. Base price provided on this 
quote is subject to change. Cemex's 
does not guarantee delivery and the 
availability to service.

Ice - when requested for temperature control
$0.50
USD/lbs
Nitrocrete
$5.00
USD/Gallon
Pricing Conditions
All Sales are subject to CEMEX Standard terms and conditions which shall control and take precedence over any terms and conditions to the contrary in any purchase order or other 
document. Customer is responsible for Applicable Sales Tax.  Such taxes will appear on invoice unless Sales Tax exemption certificate is on file at CEMEX prior to shipping
If plans or specifications were not available for review at the time of this quote, all specification mixes will require further pricing review.
Prices quoted are subject to availability of materials and subject to change prior to commitment
There will be a fuel surcharge on all delivered loads. The charge will be on a sliding scales adjusted monthly based on fuel price according to WEST COAST PADD 5 (Diesel)
Payment terms
Payment Terms are standard as follows: 1% 15th Net 20 (15th of the month following delivery)
Delayed portion of payment will attract a Finance charge of the lessor of 1.5% per month, 18% per annum or maximum permitted under applicable laws
Respectfully,
CEMEX Con Mat South,LLC
Accepted by:
Jessica B Cutter
DCS CONTRACTING
Phone: 480-980-1288
Email:  Jessicab.cutter@cemex.com

Standard Terms and Condition
1.Terms and Conditions. These Standard Terms and Conditions of CEMEX Con Mat South,LLC and its affiliates (“Seller”), Buyer’s Credit Application, and Seller’s Quotation, if any, (collectively, “Agreement”) govern any and all 
purchases made by Buyer from Seller and are incorporated herein by reference. This Agreement, and any other documents prepared by Seller for Buyer in connection with Buyer’s purchase of materials contain the entire 
understanding between the parties concerning the subject matter hereof, and there are no other agreements or understandings except as set forth herein. Any different or additional terms or conditions contained in any writing or 
instrument of Buyer, whether by purchase order or otherwise, are hereby objected to by Seller and shall have no effect on, and not become part of, this Agreement.
2.Technical Assistance. In no event shall Seller bear any responsibility for claims arising from technical advice or assistance provided to Buyer. Advice by Seller is for Buyers guidance only and Buyer agrees to rely solely on its 
own architects, engineers or other technical experts.
3.Prices and Price Increases. Prices for the materials are (i) subject to material availability at the time of delivery; (ii) shall remain firm until the date set forth on the Seller’s Quotation, if any, or if no such date is given, for a period 
of thirty (30) days after the date the order was accepted by Seller, the price was quoted by Seller or such shorter period as set forth in the Seller’s quote; thereafter prices are subject to change by Seller; and (iii) do not include 
Saturday, Sunday holiday, off-hour or overtime shipments, all of which are subject to additional charges.  Prices are applicable only to the job quoted or orders accepted by Seller and are available only to the specific Buyer 
referred to therein, are for a standard mix design, if applicable, and are only for the quantities requested by Buyer at the time the prices were quoted.  Seller reserves the right to (i) increase prices on any quote or accepted orders 
without notice to reflect any raw material cost increases or surcharges incurred by Seller and (ii) defer or cancel any quote or accepted orders in the event Seller becomes delayed or prevented from performing due to shortages 
or allocation of raw materials.  In the event of a delay or cancellation resulting from shortages or allocations of raw materials, Seller shall not be liable to Buyer for any damages incurred by Buyer as a result of any such delay or 
cancellation.
4.Surcharges and Fees. Prices quoted may not include additional charges Buyer may be responsible for.  Such additional charges include, but are not limited to, charges for additives, accelerators, winterizers/summerset, water 
(hot or chilled), ice and stand-by, waiting time and delivery charges due to loads in amounts less than a full truckload.  Such prices shall be charged at the rate of Seller’s then-current price list for additional charges, which is 
incorporated into these Terms and Conditions by reference as if fully set forth herein and which is available to Buyer upon request.  Buyer acknowledges that surcharges and fees are to recoup Seller’s costs and achieve a return 
on investment.
5.Tests. Seller reserves the right to levy an additional charge on Buyer for any nonstandard tests that Buyer may require to be performed on the materials sold to Buyer.  Failure of Buyer to witness any tests shall be deemed a 
waiver by Buyer of its right to do so and of any right to require repetition of such tests, and Buyer shall be deemed to have accepted any such test results as sufficient to meet its specifications.
6.Payment and Interest.  Buyer shall make all payments due hereunder in accordance with the terms of this Agreement and as stated on Seller’s invoices or other notices of terms, without any right of setoff or retention and without 
regard to any agreement Buyer may have with other parties. If Buyer fails to pay in full the invoice amount when due, Buyer agrees to pay interest on the unpaid balance from the date when due until paid in full at the rate selected 
by Seller, not to exceed the lesser of 18% per annum or the highest lawful rate, specifically including post judgment.  Buyer agrees to pay any and all costs and expenses incurred by Seller in collecting from Buyer any past due 
amounts, including but not limited to reasonable attorney fees, court costs and collection agency fees. Seller may suspend pending deliveries during any period when Buyer has overdue balances or evidence of a changed 
financial condition.
7.Liens. Buyer agrees to timely provide in writing to Seller information regarding bonding companies, general contractors or owners for the purpose of filing preliminary notices and claims on payment bonds or mechanic’s and 
material supplier’s liens.
8.Delivery. Seller’s responsibility for delivery shall cease FOB shipping point or, if Seller agrees to deliver FOB delivery site, at the curbside or frontage of the address for delivery. Where delivery of products is to an unattended 
site, Seller will not be liable for any loss or damage to products, property or for unsigned delivery tickets.  In absence of a specific delivery date on the Quotation, Seller will commence delivery of the materials on a date and at a 
rate mutually agreed upon by both Seller and Buyer.
9.Default.  If Buyer is in default under this Agreement or any of its contracts or obligations with Seller, Seller may at its option and without notice: (i) declare the entire unpaid balance owed by Buyer due and payable; (ii) postpone 
further deliveries until such default is remedied; (iii) terminate any and all obligations under any contract; and (iv) refuse further performance without any liability to Buyer.
10.Limited Warranty and Liability Disclaimer. Seller warrants that the materials sold under this Agreement meet solely the description and specifications for the same set forth in the applicable Quotation, if any, and shall be free 
from defects in material and workmanship for a period of one (1) year from the date of delivery thereof. No other express warranties are made with respect to said materials. Acceptance by Buyer of the materials shall constitute 
confirmation by Buyer that the materials meet the description and specifications, if any, set forth in such applicable Quotation. The foregoing warranty is subject to standard manufacturing and color variations, efflorescence, 
tolerances and classifications or naturally occurring substances.  Seller is not responsible for installation or defective conditions caused by installation. Buyer’s exclusive remedy for breach of this warranty shall be to require Seller, 
at Seller’s option, to refund the purchase price for the materials failing to comply, to repair or to provide Buyer with conforming replacements for any nonconforming materials. Seller shall not be responsible for any removal or 
installation costs. THE FOREGOING WARRANTY IS IN LIEU OF AND EXCLUDES ALL OTHER WRITTEN OR ORAL WARRANTIES OR CONTRACTUAL AGREEMENTS, WHETHER EXPRESS OR IMPLIED BY LAW OR 
OTHERWISE, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE, MERCHANTABILITY OR HABITABILITY. Buyer agrees that in specific consideration for receiving this warranty, it will 
indemnify and hold harmless Seller from any and all damages in connection with any statutory, contractual or warranty breach, negligence, strict liability, or other tortuous conduct by Seller. This Agreement may not be modified 
or amended except by a writing signed by both parties.
11.Delays.  If Seller is unable to complete delivery of any part of an order, Buyer shall accept such part of the order as Seller is able to deliver and Buyer shall pay for the part delivered pro rata at the same rate as the whole of the 
order agreed to be sold and on the same terms of payment. In the event Seller shall be delayed in or prevented from the performance of any act required under this Agreement, or it shall become commercially unreasonable to 
perform by reason of governmental allocations, priorities, restrictions or regulations now or hereafter in effect, storm, flood, fire, earthquake or other Acts of God, war, terrorism, riot, insurrection or other civil disturbance, strikes, 
lockouts, shortages of materials, labor, raw materials, fuel, power or production facilities, breakdown of equipment, transportation shortages, changes in market conditions or other contingencies beyond Seller’s reasonable control 
whether of a similar or dissimilar nature to the foregoing, Seller shall not be liable to Buyer for any damages incurred by Buyer as a result of any such delay or failure. 
12.Claims. Buyer agrees that all claims against Seller are waived unless presented to Seller in writing within one week from the date of delivery of the materials. Seller shall have thirty days from receipt to inspect and correct a 
defect if such claim is allowed. Buyer further agrees that in the event that Buyer disagrees with Seller’s decision about whether to allow the claim that the Buyer’s remedy is to formally adjudicate the claim, but the Buyer further 
agrees that Seller’s invoices for all materials supplied shall be paid in the interim. No claim shall be allowed after the materials purchased hereunder are incorporated, modified or processed by Buyer in any manner. SELLER’S 
LIABILITY ON ANY CLAIM FOR LOSS OR DAMAGE SHALL NOT EXCEED THE PRICE OF THE MATERIALS ACTUALLY RECEIVED FROM BUYER BY SELLER WITH REGARD TO WHICH SUCH CLAIM FOR LOSS OR 
DAMAGE IS MADE. 
13.Waiver. Seller may, at its option, permit Buyer to remedy any default under this Agreement without waiving the default so remedied or any other default by Buyer. Buyer waives notice of default of this Agreement and waives 
presentment, demand, protest, and notice of dishonor as to any instrument issued or delivered to Seller.
14.Venue.  This Agreement will be governed by the applicable state and federal laws without giving effect to conflict of laws principles. The Buyer agrees that any legal actions and proceedings brought for the breach or the 
enforcement of this Agreement will lie in the state and county in this state of delivery.  Buyer consents and submits to the jurisdiction and venue of any state, county or federal court located within that county. As a material 
inducement to Seller to enter into this Agreement, Buyer waives the right to trial by jury in any proceeding arising out of poror related to this Agreement.
15.Notice.  Any notice sent to Seller shall be in writing and sent by Certified Mail, postage prepaid, to the 10100 Katy Freeway, Suite 300, Houston, TX 77043, Attn: CEMEX Customer Care.
16.Severability. If any term, provision, covenant or condition of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions shall remain in full force and effect and 
shall in no way be affected, impaired or invalidated. The parties agree that each term and provision of this Agreement shall be construed according to its fair meaning and not strictly for or against any Party.
17.Offset and/or Setoff. Seller may exercise the right of set-off under this Agreement as to any sums owed by Buyer and/or its affiliates under any other contract or agreement with Seller and/or its affiliates.
18.Remedies Cumulative. The duties and obligations imposed by this Agreement and the rights and remedies available under this Agreement are to be in addition to, and not a limitation of rights and remedies at law or in equity.
19.Miscellaneous. Time is of the essence. Buyer consents to Seller sending information to Buyer regarding Seller’s products and prices at any time by fax to any fax number provided by Buyer, other electronic means or otherwise. 
A facsimile copy or electronic transmission will be treated as an original. Buyer shall not assign the Agreement or any interest herein without the prior written consent of Seller, and any attempted assignment, whether by operation 
of law or otherwise, shall be void without such prior written consent.
20.Authorization for Credit Review.  Buyer consents to Seller’s use of a non-business consumer credit report on the Buyer in order to further evaluate the credit worthiness of the Buyer in connection with the extension of business 
credit as contemplated hereby.  Buyer authorizes Seller to utilize a consumer credit report from time to time in connection with the extension or continuation of business credit. Buyer hereby knowingly consents to the use of such 
credit report consistent with the Federal Fair Credit Reporting Act as contained in 15 USC @ 1681 et seq.
21.Representations. Buyer represents to Seller that it is solvent and that any financial information provided reflects the present financial condition of the Buyer. If Buyer is not a corporation or limited liability entity, Buyer acknowledges 
that Seller is relying on the credit worthiness and financial ability of the owner(s) of Buyer.  Each owner shall be joint and severally liable for all indebtedness of Buyer to Seller under the Agreement. Buyer warrants that all 
information supplied to Seller is accurate and complete.  Each representation and the information contained in a Credit Application, if any, is material and given to induce Seller to provide credit. Buyer will notify Seller by certified 
mail, within forty-eight (48) hours after any material change in Buyer’s financial or ownership status.

Customer Name 
DCS CONTRACTING 
Attention 
Project Name 
22151 CM@R DOBSON RD:INTEL DRIVEWAYS 1 & 4 90% COST MODEL GMP2 
City 
CHANDLER 
Project Address 
DOBSON RD & CHAPARRAL WAY 
C/St 
 
Office Phone 
Fax 
Email 
 
Date 
04/06/2022 
Sales 
JOSEPH NONNO 
Cell # 
(602) 809-3964 
Email 
jnonno@calportland.com 
Quote # 
126792 
Customer # 
1017006 
Job Start 
04/06/2022 
Job End 
10/01/2022 
 
 
Volume 
Product Number 
Description 
Unit Price 
UOM 
Comments                                  
177.00 P2515B01 
MAG B 2500PSI #57 NO ASH 
$150.00 
CY 
12.00 P3015A01 
3000 1" MAG A NO ASH 
$153.00 
CY 
90.00 P4015AA1 
4000PSI #57 MAG AA 
$157.00 
CY 
279 
Total Volume 
$25.00 
LOAD 
Environmental Fee 
$55.00 
LOAD 
Fuel Surcharge 
Fly ash and lightweight mixes subject to daily availability / All aggregates meet ASTM C 33. 
Comments : PRICE EXPIRES 10/1/22.  
 
Subject to availability. CalPortland warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated 
in accordance with applicable ACI and ASTM standards. CalPortland does not provide Contractor Quality Control. CalPortland guarantees ticketed mix designs of less than 
5,000psi for load of three yards or more. Mix strength for loads less than three yards is not guaranteed. Ticketed mix designs of 5,000psi or greater require a four-yard minimum. 
Three-yard minimum for all colored concrete. Concrete is a natural product. Seller cannot be responsible for variations in color, surface discoloration, popouts or variations in 
the finished product caused by finishing techniques or job site conditions. Due to potential reactive aggregates in Arizona, CalPortland recommends the use of a Class F Fly 
Ash to mitigate Alkali Silica Reactivity (ASR). Purchaser shall assume the liability for the use of a cement-only mix. On-site addition of allowable water per ASTM C94. CalPortland 
cannot guarantee single source materials. 
CalPortland reserves the right to postpone or cancel any quotes, current jobs or accepted deliveries if unable to perform due to raw material shortages, allocations or government 
regulations. Prices subject to change due to drastic cost changes of the major components of concrete or surcharges.  
Concrete is batched and delivered at current ambient temperatures. Buyer is responsible for temperature controlled concrete (Ice/Tempered Water). Prices for temperature 
controlled concrete are available upon request. 
Contractor is responsible for providing safe access to the point of delivery.  CalPortland accepts no responsibility for damages to the premises beyond the curb line.   
Customer shall provide and assume responsibility for an area or container for clean out of the concrete truck chutes.  Additional color added by Buyer on-site subject to wash 
out fees. 
All products quoted per Buyers request. Additional products or services ordered are subject to applicable charges.  
 
 
 
 
 
Standard Operating 
hours 
Loads batched outside Standard Operating Hours subject to applicable charges. 
Summer: 3:00AM – 2:00PM 
Winter: 5:00AM – 3:00PM 
Saturday: 5:00AM – 12:00PM 
Standing Time: 
$2.00 per minute beyond 5 minutes per CY. 
Minimum Load Charges: 
 
Excessive Trucking Fee: 
Fuel Surcharge: 
One Minimum Load Charge waived on orders of 1 full load or more. 
Under 6 CY = $200.00 
Split Loads or multiple Order Backs subject to Excessive Trucking Fees. 
Variable Fuel Surcharge based on U.S. Energy Information Administration On-Highway Diesel Fuel Price Index and is adjusted weekly. 
https://www.eia.gov/petroleum/gasdiesel/ 
Terms: 
All pricing is net 30 days with a valid credit application on file.   All applicable sales taxes will be added to price. 
Financing: 
All invoices are due and payable within 30 days of the original billing date.  A Finance Charge of 1.5% per month on a pro-
rated portion thereof (12% Annual Percentage Rate) will be charged upon all balances not paid within 30 days or first 
appearance on a Statement. 
We impose a surcharge of 2.25% on the transaction amount on all credit card products, which is not greater than our cost of 
processing.  We do not surcharge debit cards. 
General Terms & 
Conditions of Sale: 
Acceptance: 
CalPortland Co. Terms and Conditions are applicable and included as page two of this quote.  If you did not receive a copy, 
please contact CalPortland Sales Department at (602) 817-6950. 
For this job quotation to be effective, written acceptance must be received no later than 30 days after quote date. 
 
 
 
 
 
 
 
 
 
Price Expiration: 
10/01/2022 
See acceptance clause below 
Buyer Acceptance: 
 
Name / Title: 
 
Date: 
 
Calportland's price are only projected to 
September 2022. Material base price on 
this quote is subject to change and will 
be adjusted based on day per delivery. 
Calportland does not guarantee delivery 
and the availability to service.

Ready Mix Terms and Conditions 
 
Customer # 
1017006 
Customer Name 
DCS CONTRACTING 
Quote # 
126792 
Project Title 
22151 CM@R DOBSON RD:INTEL 
DRIVEWAYS 1 & 4 90% COST MODEL GMP2 
 
  
Tempered Water: 
Heated Water $2.00 per cubic yard. 
Ice: 
$0.50 per pound (Requires 3 – 5 business days notice). 
Non-Chloride Accelerator: 
 
$0.09 per ounce. 
Recover Set Delay Admixture: 
$0.20 per ounce. 
Micro Fiber: 
$6.50 per pound. 
Macro Fiber: 
 
(Structural) Priced individually 
 
Please see manufacturer recommendation / specifications for suggested dosage 
rate. 
Standard Liquid Color: 
See mix detail for per yard pricing. Actual color of concrete may vary due to 
differences in cement, aggregates, job site conditions and finishing methods. 
Three-yard minimum load required. 
Color Washouts: 
 
$25.00 per load 
Standby Charges: 
 
$2.00 per minute beyond 5 minutes per cubic yard. 
Minimum Load: 
Under 6 CY = $200.00  
Excessive Trucking: 
One Excessive Trucking Fee of $200 will be assessed for each additional load 
required due to load sizes or multiple Order Backs. 
Saturday Service: 
$10.00 per cubic yard 
Saturday operating hours 5:00am – 12:00pm 
Loads delivered outside of operating hours subject to additional charges 
Split Load Charges: 
 
$250.00 per load. 
Cancellation Charges: 
All orders cancelled within 24 hours of scheduled delivery will be charged $10.00 per 
cubic yard or $250.00. Whichever is greater. 
Return Concrete: 
All loads returned with 5 cubic yards or more will be charged a Return Concrete Fee 
of $300.00 per load. 
 
 
 
Special Provisions:

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/11/2022 
8:33:42 AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
3151 Electrical
Quote Group:
Reviewed: No
Complete
 (1 of 1)
3151 Electrical
Quote Description:
176,498.40
Awarded Total:
Quoted Items Total:
176,498.40
Special Conditions:
0.00
Quoted Total:
176,498.40
Last Update:
4/11/2022 8:33:42 AM
Comparable Total:
176,498.40
Kimbrell Electric, Inc.
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
11.1.1
Electrical 
Mobilization - 
(Driveway #1)
1.00 EA
1,200.00
1,200.00
3151 
Electrical
66.1
Modify Traffic 
Signal - (Driveway 
#1)
1.00 LS
3,000.00
3,000.00
3151 
Electrical
67.1
Relocate Existing 
Electrical Junction 
Box (In Median) - 
(Driveway #1)
1.00 EA
2,200.00
2,200.00
3151 
Electrical
68.1
Video Image 
Detection System, 
4 Approaches - 
(Driveway #1)
1.00 LS
1,972.80
1,972.80
3151 
Electrical
69.1
CCTV Camera And 
Field Equipment - 
(Driveway #1)
1.00 EA
1,315.20
1,315.20
3151 
Electrical
70.1
Network Switch 
Etherwan - 
(Driveway #1)
1.00 EA
-FREE-
-FREE-
3151 
Electrical
97.1.1
Electrical 
Mobilization - 
(Driveway #4)
1.00 EA
1,200.00
1,200.00
3151 
Electrical
142.1
Remove And 
Salvage Traffic 
Signal - (Driveway 
#4)
1.00 LS
12,000.00
12,000.00
3151 
Electrical
143.1
Relocate Exisitng 
Utility Box - 
(Driveway #4)
1.00 EA
5,000.00
5,000.00
3151 
Electrical
144.1
Remove 
StreetLight Pole - 
(Driveway #4)
4.00 EA
3,600.00
900.00
3151 
Electrical
145.1
SRP Lighting Pull 
Box (Contractor 
Supplied & 
Installed) - 
(Driveway #4)
1.00 EA
510.00
510.00
3151 
Electrical
146.1
No. 7 Pull Box - 
(Driveway #4)
3.00 EA
3,060.00
1,020.00
3151 
Electrical
147.1
No. 7 Pull Box With 
Extension - 
(Driveway #4)
1.00 EA
1,110.00
1,110.00
3151 
Electrical
148.1
Sch. 40 Pvc 
Electrical Conduit, 
1 In - (Driveway 
#4)
10.00 LF
240.00
24.00
3151 
Electrical
149.1
Sch. 40 Pvc 
Electrical Conduit, 
2 In - (Driveway 
#4)
20.00 LF
720.00
36.00
3151 
Electrical
1 of 3
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:56 AM

)
150.1
Sch. 40 Pvc 
Electrical Conduit, 
2 1/2 In 
(Streetlighting Per 
SRP Plans) - 
(Driveway #4)
10.00 LF
420.00
42.00
3151 
Electrical
151.1
Sch. 40 Pvc 
Electrical Conduit, 
3 In - (Driveway 
#4)
80.00 LF
3,360.00
42.00
3151 
Electrical
152.1
Sch. 40 Pvc 
Electrical Conduit, 
4 In - (Driveway 
#4)
475.00 LF
29,640.00
62.40
3151 
Electrical
153.1
Pole Foundation, 
Type A - (Driveway 
#4)
3.00 EA
2,700.00
900.00
3151 
Electrical
154.1
Pole Foundation, 
Type Q - (Driveway 
#4)
1.00 EA
7,200.00
7,200.00
3151 
Electrical
155.1
Pole Foundation, 
Type R - (Driveway 
#4)
3.00 EA
21,600.00
7,200.00
3151 
Electrical
156.1
Pedestrian Push 
Button With Sign - 
(Driveway #4)
6.00 EA
1,404.00
234.00
3151 
Electrical
157.1
Video Image 
Detection System, 
4 Approaches - 
(Driveway #4)
1.00 LS
1,972.80
1,972.80
3151 
Electrical
158.1
Type A Signal Pole 
10 Ft - (Driveway 
#4)
3.00 EA
1,984.53
661.51
3151 
Electrical
159.1
Type Q Signal Pole 
- (Driveway #4)
1.00 EA
1,646.87
1,646.87
3151 
Electrical
160.1
Type R Signal Pole 
- (Driveway #4)
3.00 EA
4,943.73
1,647.91
3151 
Electrical
161.1
20 Ft Mast Arm 
(Tapered) - 
(Driveway #4)
4.00 EA
659.28
164.82
3151 
Electrical
162.1
30 Ft Mast Arm 
(Tapered) - 
(Driveway #4)
1.00 EA
2,466.05
2,466.05
3151 
Electrical
163.1
50 Ft Mast Arm 
(Tapered) - 
(Driveway #4)
1.00 EA
4,110.73
4,110.73
3151 
Electrical
164.1
55 Ft Mast Arm 
(Tapered) - 
(Driveway #4)
2.00 EA
9,045.12
4,522.56
3151 
Electrical
165.1
Pole Foundation 
For SL-1 Pole - 
(Driveway #4)
1.00 EA
1,500.00
1,500.00
3151 
Electrical
166.1
Streetlight Pole SL-
1 With Single Davit 
Arm - (Driveway 
#4)
1.00 EA
1,277.74
1,277.74
3151 
Electrical
167.1
Meter Pedestal 
Cabinet - 
(Driveway #4)
1.00 EA
1,449.60
1,449.60
3151 
Electrical
168.1
Controller Cabinet 
(Type IV) - 
(Driveway #4)
1.00 EA
3,676.20
3,676.20
3151 
Electrical
169.1
Opticom Pre-
Emption Unit - 
(Driveway #4)
4.00 EA
1,972.80
493.20
3151 
Electrical
170.1
Traffic Signal Face 
(Type F) (LED) - 
(Driveway #4)
8.00 EA
1,545.60
193.20
3151 
Electrical
171.1
Traffic Signal Face 
(Type G) (LED) - 
(Driveway #4)
4.00 EA
772.80
193.20
3151 
Electrical
172.1
Traffic Signal Face 
(Type FYA) (LED) - 
(Driveway #4)
4.00 EA
772.80
193.20
3151 
Electrical
2 of 3
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:56 AM

173.1
Traffic Signal Face 
(Pedestrian) 
(Man/Hand) (LED) 
- (Driveway #4)
6.00 EA
1,094.40
182.40
3151 
Electrical
174.1
Signal Mounting 
Assembly (Type II) 
- (Driveway #4)
10.00 EA
1,074.00
107.40
3151 
Electrical
175.1
Signal Mounting 
Assembly (Type 
IV) - (Driveway #4)
3.00 EA
907.20
302.40
3151 
Electrical
176.1
Signal Mounting 
Assembly (Type V) 
- (Driveway #4)
5.00 EA
1,272.00
254.40
3151 
Electrical
177.1
Signal Mounting 
Assembly (Type 
VII) - (Driveway #4)
2.00 EA
588.00
294.00
3151 
Electrical
178.1
LED Streetlight 
Luminaire - 
(Driveway #4)
5.00 EA
480.15
96.03
3151 
Electrical
179.1
Conductors - 
(Driveway #4)
1.00 LS
21,888.00
21,888.00
3151 
Electrical
180.1
CCTV Camera And 
Field Equipment - 
(Driveway #4)
1.00 EA
1,315.20
1,315.20
3151 
Electrical
181.1
Wireless Access 
System - (Driveway 
#4)
1.00 LS
4,630.80
4,630.80
3151 
Electrical
182.1
Sign Assembly 
(IISNS) - (Driveway 
#4)
4.00 EA
-FREE-
-FREE-
3151 
Electrical
3 of 3
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:56 AM

Will Split Line Item for 
DW#1 & DW#4.
Will Split Line Item for 
DW#1 & DW#4.
Will ADD Line Item for DW#1. 
Cost is captured in GMP 1.
Cost is captured in GMP 1.

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/12/2022 
3:17:49 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
3161 Landscaping
Quote Group:
Reviewed: No
Complete
 (1 of 1)
3161 Landscaping
3161 Landscaping
Quote Description:
68,765.80
0.00
Awarded Total:
Quoted Items Total:
68,765.80
77,358.35
Special Conditions:
0.00
0.00
Quoted Total:
68,765.80
77,358.35
Last Update:
4/12/2022 11:11:41 AM
4/12/2022 3:17:49 PM
Comparable Total:
68,765.80
77,358.35
Freebird Landscaping
Gothic Landscape, Inc.
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
7.1.2
Landscape/Pavers 
Mobilization - 
(Driveway #1)
1.00 LS
4,160.00
4,160.00
2,500.00
2,500.00
3161 
Landscapin
g
14.1
Tree Protection 
Fence - (Driveway 
#1)
1.00 LS
530.00
530.00
1,500.00
1,500.00
3161 
Landscapin
g
17.1
Remove, Demolish 
& Dispose of 
Existing 
Trees/Palm Trees 
(Driveway #1)
7.00 EA
12,600.00
1,800.00
6,825.00
975.00
3161 
Landscapin
g
24.1
Concrete 
Landscape Header 
- (Driveway #1)
50.00 LF
290.00
5.80
375.00
7.50
3161 
Landscapin
g
31.1
Interlocking 
Concrete Pavers - 
(Driveway #1)
790.00 SF
3,950.00
5.00
6,320.00
8.00
3161 
Landscapin
g
44.1
Landscape 
Establishment - 
(Driveway #1)
1.00 LS
3,295.00
3,295.00
1,000.00
1,000.00
3161 
Landscapin
g
45.1
Tree - 36 In Box, 
1.75-2.5 In Cal - 
(Driveway #1)
3.00 EA
1,770.00
590.00
1,350.00
450.00
3161 
Landscapin
g
46.1
Palm - 24' HT - 
(Driveway #1)
4.00 EA
12,000.00
3,000.00
18,000.00
4,500.00
3161 
Landscapin
g
47.1
Plant - 5 Gal - 
(Driveway #1)
70.00 EA
2,100.00
30.00
1,750.00
25.00
3161 
Landscapin
g
48.1
Decomposed 
Granite (To Match 
Existing) - 
(Driveway #1)
7,047.00 SF
6,694.65
0.95
4,228.20
0.60
3161 
Landscapin
g
49.1
Landscape And 
Irrigation 
Restoration - 
(Driveway #1)
1.00 LS
3,811.50
3,811.50
5,970.00
5,970.00
3161 
Landscapin
g
92.1.2
Landscape 
Mobilization  - 
(Driveway #4)
1.00 LS
4,158.00
4,158.00
2,500.00
2,500.00
3161 
Landscapin
g
99.1
Tree Protection 
Fence - (Driveway 
#4)
1.00 LS
535.00
535.00
1,500.00
1,500.00
3161 
Landscapin
g
102.1
Remove, Demolish 
& Dispose of 
Existing 
Trees/Palm Trees 
(Driveway #4)
5.00 EA
9,000.00
1,800.00
4,875.00
975.00
3161 
Landscapin
g
122.1
Landscape 
Establishment - 
(Driveway #4)
1.00 LS
4,258.00
4,258.00
1,000.00
1,000.00
3161 
Landscapin
g
1 of 2
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:55 AM

(
y
)
g
123.1
Tree - 24 In Box, 
1.0-1.5 In Cal Min - 
(Driveway #4)
7.00 EA
2,240.00
320.00
1,750.00
250.00
3161 
Landscapin
g
124.1
Plant - 5 Gal - 
(Driveway #4)
23.00 EA
690.00
30.00
575.00
25.00
3161 
Landscapin
g
125.1
Decomposed 
Granite (To Match 
Existing) - 
(Driveway #4)
1,296.00 SF
1,231.20
0.95
777.60
0.60
3161 
Landscapin
g
126.1
Landscape And 
Irrigation 
Restoration - 
(Driveway #4)
1.00 LS
4,045.00
4,045.00
5,970.00
5,970.00
3161 
Landscapin
g
2 of 2
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:55 AM

12 EA
12 EA
TOTAL = $68,765.80 
12 EA
$11,700.00
Will Split Line Item for 7 EA  
@ DW#1 & 5 EA @ DW#4.

This report was automatically generated by Hard Dollar (TM) software 
 
R E Q U E S T   F O R  Q U O T A T I O N 
 
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
 
TO: 
FROM: 
 
Name: 
Rebecca Pearson 
Name: 
Jose Ojeda 
Company: 
Gothic Landscape, Inc. 
Company: 
DCS Contracting, Inc. 
 
2526 E. Southern Ave. 
 
11525 E. Germann Rd. 
 
Phoenix, AZ 85040 
 
Chandler, AZ 85286 
 
 
 
 
Phone: 
602-470-1711 
Phone: 
480-732-9238 x123 
Mobile Phone: 
602-388-3202 
Mobile Phone: 
602-653-5444 
Fax: 
480-557-7879 
Fax: 
480-732-9239 
Email: 
RPearson@gothiclandscape.com 
Email: 
Jose.Ojeda@DCSContracting.com 
 
 
 
Job Information: 
22151 
 
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
Owner: 
 
Job Type: 
Public 
Job Location: 
Dobson Rd & Chaparral Way 
City: 
Chandler 
County: 
Maricopa 
State / Province: 
Arizona 
Country: 
United States 
Bid Location: 
 
Bid Date: 
 
Bid Time: 
 
Measurement System: 
English 
 
Request for Quote (RFQ) Information: 
 
Publication Date: 
03/22/2022 10:21:42 AM 
 
Response Deadline Date: 
04/07/2022 12:00:00 PM 
 
Description: 
3161 Landscaping 
 
RFQ 
Instructions: 
90% Plans & Specs can be downloaded via DCS's FTP Site. DCS website provided below. 
 
https://www.dcscontracting.com/ 
 
Click on "FTP" tab located on the right hand corner of the DCS website, then click on "Browse FTP" tab. 
 
Click on "Bidding Projects" folder. Find and click on folder named "22151 Dobson Rd Intel DW 1&4 CMAR 
90%". 
 
Please let us know if you'll be bidding. If you have any questions, please contact me. Thank you!
 
Buyer's Special Terms & 
Conditions: 
City of Chandler wants to contract with DCS after this 90% Cost Model-GMP. 
 
Please Provide a Quote based off 90% Plans & Specs. 
Bid per the provided Bid Items and split quanities. Please lets us know if any Bid 
Items/Quanities for your scope is off or missing.

This report was automatically generated by Hard Dollar (TM) software 
 
Project will be built in Two Phases.  
Phase 1-  Will consist of Intel Driveway #1 reconstruction, Starting in April 2022 and 
Finishing June 2022.   
Phase 2 - Will consist of Intel Driveway #4 reconstruction, Starting in September 2022 and 
Completing March 2023.
 
Notes: 
None Specified 
 
Note to Seller:

This report was automatically generated by Hard Dollar (TM) software 
R E S P O N S E   T O   R E Q U E S T   F O R  Q U O T A T I O N 
 
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
 
SUBMITTED TO: 
SUBMITTED BY: 
 
Name: 
Jose Ojeda 
Name: 
Rebecca Pearson 
Company: 
DCS Contracting, Inc. 
Company: 
Gothic Landscape, Inc. 
 
11525 E. Germann Rd. 
 
2526 E. Southern Ave. 
 
Chandler, AZ 85286 
 
Phoenix, AZ 85040 
 
 
 
 
Phone: 
480-732-9238 x123 
Phone: 
602-470-1711 
Mobile Phone: 
602-653-5444 
Mobile Phone: 
602-388-3202 
Fax: 
480-732-9239 
Fax: 
480-557-7879 
Email: 
Jose.Ojeda@DCSContracting.com 
Email: 
RPearson@gothiclandscape.com 
 
 
 
Items: 
 
Code 
Description 
Quantity 
Unit of 
Measure 
Unit 
Price 
Total 
Price 
Tax 
Rate 
Grand 
Total 
Will 
Split 
107.00001 
Tree Protection Fence - 
(Driveway #1) 
1.00 
LS 
530.00 
530.00 
 
 
 
[Enter Pay 
ItemI D] 
Landscape/Pavers Mobilization 
- (Driveway #1) 
1.00 
LS 
4160.00 
4160.00 
 
 
 
[Enter Pay 
ItemI D] 
Remove, Demolish & Dispose 
of Existing Trees/Palm Trees, 
DIA >12" (Driveway #1) 
5.00 
EA 
9000 
9000.00 
 
 
 
340.01000 
Concrete Landscape Header - 
(Driveway #1) 
50.00 
LF 
5.80 
290.00 
 
 
 
430.01001 
Landscape Establishment - 
(Driveway #1) 
1.00 
LS 
3295.00 
3295.00 
 
 
 
430.01005 
Tree - 36 In Box, 1.75-2.5 In 
Cal - (Driveway #1) 
3.00 
EA 
590.00 
1770.00 
 
 
 
430.01006 
Palm - 24' HT - (Driveway #1)
4.00
EA
 
 
430.01050 
Plant - 5 Gal - (Driveway #1) 
70.00
EA
30.00
2100.00 
 
 
430.42001 
Decomposed Granite (To 
Match Existing) - (Driveway #1)
7,047.00 
SF 
.95 
6,694.65 
 
 
 
440.10001 
Landscape And Irrigation 
Restoration - (Driveway #1) 
1.00 
LS 
3811.5 
3811.5 
 
 
 
107.00001 
Tree Protection Fence - 
(Driveway #4) 
1.00 
LS 
535.00 
535.00 
 
 
 
[Enter Pay 
ItemI D] 
Landscape Mobilization  - 
(Driveway #4) 
1.00 
LS 
4158.00 
4158.00 
 
 
 
430.01001 
Landscape Establishment - 
(Driveway #4) 
1.00 
LS 
4258.00 
4258.00 
 
 
 
430.01004 
Tree - 24 In Box, 1.0-1.5 In Cal 
Min - (Driveway #4) 
7.00 
EA 
320.00 
2240.00 
 
 
 
430.01050 
Plant - 5 Gal - (Driveway #4) 
23.00
EA
30.00
690.00 
 
 
430.42001 
Decomposed Granite (To 
Match Existing) - (Driveway #4)
1,296.00 
SF 
.95 
1231.00 
 
 
 
440.10001 
Landscape And Irrigation 
Restoration - (Driveway #4) 
1.00 
LS 
4045.00 
4045.00 
 
 
 
 
 
 
 
 
$3,000.00
$12,000.00
342.01201       Interlocking Concrete                              790.00    SF                    $5.00           $3,950.00 
                        Pavers - (Driveway #1)  
TOTAL = $77,358.35
12 EA
$1,800.00
$21,600.00
Will Split Line Item for 7 EA 
@ DW#1 & 5 EA @ DW#4.

This report was automatically generated by Hard Dollar (TM) software 
Notes: 
Soil and import of soil for medians excluded. Haul off or stock pile in different area other than 
where we are working is excluded. Main line rerouting is excluded until main line size and 
reroute plan is provided.  
We have included raking of granite and reusing same granite, if additional granite is necessary 
additional charges will apply.  
 
 
 
Quoted Prices Submitted By:
Rebecca Pearson/ Alberto Rodriquez  
Title:
Account Executive/ Operations Manager 
Date:
4/7/2022 
Time:
12:30 Pm

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/11/2022 
7:58:14 AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
6083 Manhole Subcontractors
Quote Group:
Reviewed: No
Complete
 (1 of 1)
6083 Manhole 
Subcontractors
6083 Manhole 
Subcontractors
Quote Description:
0.00
8,910.00
Awarded Total:
Quoted Items Total:
5,288.26
8,910.00
Special Conditions:
0.00
0.00
Quoted Total:
5,288.26
8,910.00
Last Update:
4/11/2022 7:58:14 AM
4/4/2022 8:23:11 AM
Comparable Total:
7,138.26
8,910.00
Olson Pre-Cast
Preach Masonry
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
32.3.3
Grout & Epoxy Ex. 
60" Sewer MH 
(Joint of Top Shaft 
& Cone ONLY)
1.00 EA
4,310.00
4,310.00
1,850.00
1,850.00
6083 
Manhole 
Subcontrac
tors
73.2
Storm Drain 
Manhole, MAG Det 
520, 522, & 423-2
1.00 EA
4,600.00
4,600.00
5,288.26
5,288.26
6083 
Manhole 
Subcontrac
tors
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:58 AM

Quote Number: 34556
License No. 098590 Type A-12
3045 S. 35th Ave
Phoenix, AZ  85009
Phone: (602) 269-6219
Fax: (602) 278-5568
Olson Precast of Arizona
Office
4/8/2022
Quote Date:
Customer ID:
DCS
Bill to:
DCS CONTRACTING
AIA
CHANDLER, AZ 85286
Contact:
Jose Ojeda
Project:
DOBSON RD IMPS INTEL DRIVEWAY 1,4
CHANDLER, AZ 
Project Manager:
PO:
Phone :
480-732-9238
Fax:
480-732-9239
Phone :
Fax:
ShipVia:
Terms:
AIA / PAY APP
Sales Rep:
Greg Williams
Bid Date:
4/8/2022
Product ID / Structure Type
Amount
Structure 
Price/Average
Qty
1
$5,288.26
$5,288.26
MAG 520 48 STORM DRAIN MH w/ 30 OPEN
$0.00
Taxable
Non-Taxable
$5,288.26
$5,288.26
Sub Total
$0.00
Tax
$5,288.26
Total
$5,288.26
QUOTE DONE PER CUSTOMERS SUPPLIED EMAILED TAKE-OFF
STANDARD EXCLUDES UNLESS SPECIFIED IN INCLUDES: Excavation & Excavation Protection, Backfill, Shoring, Final Adjustment and 
Suppyling Grade Rings For Final Adjustment, Tax,All Bonds,Traffic Control,Access, Dewatering, Pipe 
Cutting/Breakout/Penetrations/Drops, Permits, Short Loads, Water Stops,Grades, Staking, Concrete Collar, Weekend Work, Night Work 
between 6 p.m to 4 a.m, Lighting,Concrete Pumping, Pipe & Valve Work including Stabilzation of Pipe, Grout Fill, Coating/Linings 
Testing, Knockouts, Retention, Textura billing costs, Stand by charges due to contractor.
STANDARD NOTES: Excavation to not exceed MAG or plan details. Design and Fabrication per industry standard any required 
modification will be extra. For MAG A concrete will be billed at $200/yd for over excavation, and / or lost concrete due to contractor not 
ready.  REQUIRED :Suitable access for boom/redi mix trucks to perform under own power, on level ground no powerlines or overhead 
obstructions(15' from boom pedestal to center of hole; actual distance determined by depth and weight of product). A one year warranty 
is included in this price. Prices are good for 45 days from date of estimate. Jobs awarded but not started within 3 months or after 
concrete price increases may be re-priced. Olson Precast's liability is limited to the total of this quote.
MANHOLE NOTES: Material meets ASTM C- 478 specifications.  Bases are MAG 420 or 520 unless specified. Waterstop to be provided 
and installed by Contractor per manufactures specs: Vacuum Testing and Coating Scheduled six months after installation maybe re-
priced. Vacuum Testing of Sewer Manholes Only are to top of cone. Olson is not Responsible for Vacuum Testing Grade rings when 
Adjustment is by Others. If agency requires testing to top of F/C and test passes thru top of cone then change order required to pass 
through F/C.  Customer to Supply and Install Pipe Plug on Pipe larger than 27". 28 day cure time required for Coating of Concrete unless 
Contractor waives Olson liability in writing. Scheduling of closeout work including, vacuum testing, coating, insecta coating requires a 
two week notice.  MAX PIPE DISTANCE: For 8"-12" Pipe from Center of manhole 48"MH = 21" 60" MH = 27"  For all other pipe size 
distance @ Springline from Outside pipe to Outside Pipe cannot exceed 42". Customer is responsible for Confirmation of Frame & Cover 
Lettering. Olson to set manhole openings to outflow pipe. Olson is not responsible for conflicts with manhole openings and curbs.
MANHOLE STORM INCLUDES: STANDARD 30" F/C, MAG 520 BASES.                  EXCLUDES: TESTING AND COATING, POURING FOR 
HIGH PIPES OUT OF BASES
Page 1 of 1

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/11/2022 
2:10:13 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
8421 Materials Testing
Quote Group:
Reviewed: No
Complete
 (1 of 1)
8421 Materials Testing
8421 Materials Testing
8421 Materials Testing
Quote Description:
51,002.00
0.00
0.00
Awarded Total:
Quoted Items Total:
51,002.00
57,695.00
68,670.00
Special Conditions:
0.00
0.00
0.00
Quoted Total:
51,002.00
57,695.00
68,670.00
Last Update:
4/11/2022 2:09:53 PM
4/11/2022 2:10:13 PM
4/11/2022 2:09:33 PM
Comparable Total:
51,002.00
57,695.00
68,670.00
Ninyo & Moore
ATC Associates, Inc.
Integer Consulting, LLC
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
7.1
Contractor Quality 
Control/Material 
Testing - (Driveway 
#1)
1.00 LS
35,525.00
35,525.00
30,280.00
30,280.00
26,332.00
26,332.00
8421 
Materials 
Testing
93.1
Contractor Quality 
Control/Material 
Testing - (Driveway 
#4)
1.00 LS
33,145.00
33,145.00
27,415.00
27,415.00
24,670.00
24,670.00
8421 
Materials 
Testing
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 8:01 AM

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Storm Drain)
(Storm Drain 11 LF)
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
4
HR
80.00
$   
320.00
$       
50.00
$       
200.00
$       
65.00
$    
260.00
$        
Professional Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
1
HR
200.00
$ 
200.00
$       
96.00
$       
96.00
$          
220.00
$  
220.00
$        
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
1
EA
100.00
$ 
100.00
$       
‐
$           
‐
$              
105.00
$  
105.00
$        
Trip Charge / VEHICLE EQUIP USE
8
HR
‐
$        
‐
$             
10.00
$       
80.00
$          
‐
$         
‐
$             
Proctor, Standard Compaction Test
EA
225.00
$ 
‐
$             
125.00
$    
‐
$              
145.00
$  
‐
$             
Sieve Analysis Fine and Coarse Aggregate, Gradation
EA
125.00
$ 
‐
$             
110.00
$    
‐
$              
95.00
$    
‐
$             
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
175.00
$ 
‐
$             
90.00
$       
‐
$              
110.00
$  
‐
$             
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$             
110.00
$    
‐
$              
190.00
$  
‐
$             
Project Coordination/Supervision
1
HR
‐
$        
INLCUDED
38.00
$       
38.00
$          
110.00
$  
110.00
$        
620.00
$       
414.00
$       
695.00
$        
Scope: Subgrade & Aggregate Base Coarse
2,259 TN ABC
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
60
HR
80.00
$   
4,800.00
$   
50.00
$       
3,000.00
$   
65.00
$    
3,900.00
$    
Professional Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
3
HR
200.00
$ 
600.00
$       
96.00
$       
288.00
$       
220.00
$  
660.00
$        
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
15
EA
100.00
$ 
1,500.00
$   
‐
$           
‐
$              
105.00
$  
1,575.00
$    
Trip Charge / VEHICLE EQUIP USE
120
HR
‐
$        
‐
$             
10.00
$       
1,200.00
$   
‐
$         
‐
$             
Proctor, Standard Compaction Test
1
EA
225.00
$ 
225.00
$       
125.00
$    
125.00
$       
145.00
$  
145.00
$        
Sieve Analysis Fine and Coarse Aggregate, Gradation
3
EA
125.00
$ 
375.00
$       
110.00
$    
330.00
$       
95.00
$    
285.00
$        
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
‐
$        
‐
$             
90.00
$       
‐
$              
110.00
$  
‐
$             
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
3
EA
175.00
$ 
525.00
$       
110.00
$    
330.00
$       
190.00
$  
570.00
$        
Specific Gravity Coarse Aggregates
1
EA
160.00
$ 
160.00
$       
125.00
$    
125.00
$       
160.00
$  
160.00
$        
Project Coordination/Supervision
1
HR
‐
$        
INCLUDED
38.00
$       
38.00
$          
110.00
$  
110.00
$        
8,185.00
$   
5,436.00
$   
7,405.00
$    
Scope: Concrete
155 CY
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
47
HR
80.00
$   
3,760.00
$   
50.00
$       
2,350.00
$   
65.00
$    
3,055.00
$    
Professional Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
5
HR
200.00
$ 
1,000.00
$   
96.00
$       
480.00
$       
220.00
$  
1,100.00
$    
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
10
EA
100.00
$ 
1,000.00
$   
‐
$           
‐
$              
105.00
$  
1,050.00
$    
Trip Charge / VEHICLE EQUIP USE
80
HR
‐
$        
‐
$             
10.00
$       
800.00
$       
‐
$         
‐
$             
Proctor, Standard Compaction Test
1
EA
225.00
$ 
225.00
$       
125.00
$    
125.00
$       
145.00
$  
145.00
$        
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
125.00
$ 
125.00
$       
110.00
$    
110.00
$       
95.00
$    
95.00
$         
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
175.00
$ 
175.00
$       
90.00
$       
90.00
$          
110.00
$  
110.00
$        
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Cylinder Pick Up
7
TP
100.00
$ 
700.00
$       
‐
$           
‐
$              
105.00
$  
735.00
$        
Cylinder Pick Up (2 HR/TP)
14
HR
‐
$        
‐
$             
50.00
$       
700.00
$       
‐
$         
‐
$             
Concrete Compressive Strength (set of 4)
10
ST
‐
$        
‐
$             
80.00
$       
800.00
$       
‐
$         
‐
$             
Concrete Compressive Strength
40
EA
50.00
$   
2,000.00
$   
‐
$           
‐
$              
25.00
$    
1,000.00
$    
Project Coordination/Supervision
4
HR
‐
$        
INLCUDED
38.00
$       
152.00
$       
110.00
$  
440.00
$        
8,985.00
$   
5,607.00
$   
7,730.00
$    
Scope: Asphaltic Concrete Pavement
906 TN
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
60
HR
80.00
$   
4,800.00
$   
50.00
$       
3,000.00
$   
65.00
$    
3,900.00
$    
Field Technician ‐ Coring
12
HR
80.00
$   
960.00
$       
125.00
$    
1,500.00
$   
125.00
$  
1,500.00
$    
Professional Engineer / Data Processor/AC Technician
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
8
HR
200.00
$ 
1,600.00
$   
96.00
$       
768.00
$       
220.00
$  
1,760.00
$    
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
6
EA
100.00
$ 
600.00
$       
‐
$           
‐
$              
105.00
$  
630.00
$        
Trip Charge / VEHICLE EQUIP USE
48
HR
‐
$        
‐
$             
10.00
$       
480.00
$       
‐
$         
‐
$             
Trip Charge ‐ Coring
TP
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Calibration of Ignition Oven
2
EA
800.00
$ 
1,600.00
$   
400.00
$    
800.00
$       
800.00
$  
1,600.00
$    
Asphalt Ignition/Gradiation
6
EA
275.00
$ 
1,650.00
$   
190.00
$    
1,140.00
$   
175.00
$  
1,050.00
$    
Theoretical Max Density (rice) 
6
EA
275.00
$ 
1,650.00
$   
100.00
$    
600.00
$       
145.00
$  
870.00
$        
Sieve Analysis/Extraction/Gradation
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
% Asphalt Binder
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Asphalt Gyratory Bulk Density (Set of 2)
4
EA
275.00
$ 
1,100.00
$   
275.00
$    
1,100.00
$   
275.00
$  
1,100.00
$    
Asphalt Marshall Bulk Density (Set of 3)
2
EA
275.00
$ 
550.00
$       
125.00
$    
250.00
$       
145.00
$  
290.00
$        
Specific Gravity & Absorption of Course Aggregate Concrete
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Core Rig Equipment
3
DA
800.00
$ 
2,400.00
$   
1,520.00
$ 
4,560.00
$   
175.00
$  
525.00
$        
Core Thickness & Density
6
EA
75.00
$   
450.00
$       
25.00
$       
150.00
$       
60.00
$    
360.00
$        
Project Coordination/Supervision
4
HR
‐
$        
INCLUDED
38.00
$       
152.00
$       
110.00
$  
440.00
$        
17,360.00
$ 
14,500.00
$ 
14,025.00
$  
Scope: Miscellaneous
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Project Coordination/Supervision (3 HR/WK)
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Weekly Quality Control Report
3
EA
‐
$        
INCLUDED
‐
$           
INCLUDED
100.00
$  
300.00
$        
Quality Control Plan
0.5
EA
750.00
$ 
375.00
$       
750.00
$    
375.00
$       
250.00
$  
125.00
$        
375.00
$       
375.00
$       
425.00
$        
Driveway #1 Bid Total
Integer
ATC
Ninyo & Moore
Driveway #1
35,525.00
$                     
N/ AWARDED
26,332.00
$                         
AWARDED
30,280.00
$                     
N/ AWARDED

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Dry Utilities)
(Electrical Conduit 595 LF )
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
4
HR
80.00
$   
320.00
$       
50.00
$       
200.00
$       
65.00
$    
260.00
$        
Professional Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
HR
200.00
$ 
‐
$             
96.00
$       
‐
$              
220.00
$  
‐
$             
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
1
EA
100.00
$ 
100.00
$       
‐
$           
‐
$              
105.00
$  
105.00
$        
Trip Charge / VEHICLE EQUIP USE
8
HR
‐
$        
‐
$             
10.00
$       
80.00
$          
‐
$         
‐
$             
Proctor, Standard Compaction Test
EA
225.00
$ 
‐
$             
125.00
$    
‐
$              
145.00
$  
‐
$             
Sieve Analysis Fine and Coarse Aggregate, Gradation
EA
175.00
$ 
‐
$             
110.00
$    
‐
$              
95.00
$    
‐
$             
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
125.00
$ 
‐
$             
90.00
$       
‐
$              
110.00
$  
‐
$             
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$             
110.00
$    
‐
$              
190.00
$  
‐
$             
Project Coordination/Supervision
HR
‐
$        
INCLUDED
38.00
$       
‐
$              
110.00
$  
‐
$             
420.00
$       
280.00
$       
365.00
$        
Scope: Subgrade & Aggregate Base Coarse
835 TN
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
48
HR
80.00
$   
3,840.00
$   
50.00
$       
2,400.00
$   
65.00
$    
3,120.00
$    
Professional Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
3
HR
200.00
$ 
600.00
$       
96.00
$       
288.00
$       
220.00
$  
660.00
$        
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
12
EA
100.00
$ 
1,200.00
$   
‐
$           
‐
$              
105.00
$  
1,260.00
$    
Trip Charge / VEHICLE EQUIP USE
96
HR
‐
$        
‐
$             
10.00
$       
960.00
$       
‐
$         
‐
$             
Proctor, Standard Compaction Test
1
EA
225.00
$ 
225.00
$       
125.00
$    
125.00
$       
145.00
$  
145.00
$        
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
125.00
$ 
125.00
$       
110.00
$    
110.00
$       
95.00
$    
95.00
$         
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
‐
$        
‐
$             
‐
$           
‐
$              
110.00
$  
‐
$             
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
175.00
$ 
175.00
$       
110.00
$    
110.00
$       
190.00
$  
190.00
$        
Specific Gravity Coarse Aggregates
1
EA
160.00
$ 
160.00
$       
125.00
$    
125.00
$       
160.00
$  
160.00
$        
Project Coordination/Supervision
1
HR
‐
$        
INCLUDED
38.00
$       
38.00
$          
110.00
$  
110.00
$        
6,325.00
$   
4,156.00
$   
5,740.00
$    
Scope: Concrete
126 CY
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
53
HR
80.00
$   
4,240.00
$   
50.00
$       
2,650.00
$   
65.00
$    
3,445.00
$    
Professional Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
4
HR
200.00
$ 
800.00
$       
96.00
$       
384.00
$       
220.00
$  
880.00
$        
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
12
EA
100.00
$ 
1,200.00
$   
‐
$           
‐
$              
105.00
$  
1,260.00
$    
Trip Charge / VEHICLE EQUIP USE
96
HR
‐
$        
‐
$             
10.00
$       
960.00
$       
‐
$         
‐
$             
Proctor, Standard Compaction Test
1
EA
225.00
$ 
225.00
$       
125.00
$    
125.00
$       
145.00
$  
145.00
$        
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
125.00
$ 
125.00
$       
110.00
$    
110.00
$       
95.00
$    
95.00
$         
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
175.00
$ 
175.00
$       
90.00
$       
90.00
$          
110.00
$  
110.00
$        
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Cylinder Pick Up
5
TP
100.00
$ 
500.00
$       
‐
$           
‐
$              
105.00
$  
525.00
$        
Cylinder Pick Up (2 HR/TP)
10
HR
‐
$        
‐
$             
50.00
$       
500.00
$       
‐
$         
‐
$             
Concrete Compressive Strength (set of 4)
12
ST
‐
$        
‐
$             
80.00
$       
960.00
$       
‐
$         
‐
$             
Concrete Compressive Strength
48
EA
50.00
$   
2,400.00
$   
‐
$           
‐
$              
25.00
$    
1,200.00
$    
Project Coordination/Supervision
3
HR
‐
$        
INCLUDED
38.00
$       
114.00
$       
110.00
$  
330.00
$        
9,665.00
$   
5,893.00
$   
7,990.00
$    
Scope: Asphaltic Concrete Pavement
312 TN
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Field Technician
60
HR
80.00
$   
4,800.00
$   
50.00
$       
3,000.00
$   
65.00
$    
3,900.00
$    
Field Technician ‐ Coring
12
HR
80.00
$   
960.00
$       
125.00
$    
1,500.00
$   
125.00
$  
1,500.00
$    
Professional Engineer / Data Processor/AC Technician
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Manager
7
HR
200.00
$ 
1,400.00
$   
96.00
$       
672.00
$       
220.00
$  
1,540.00
$    
Weekly Report
WK
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Trip Charge / VEHICLE EQUIP USE
6
EA
100.00
$ 
600.00
$       
‐
$           
‐
$              
105.00
$  
630.00
$        
Trip Charge / VEHICLE EQUIP USE
48
HR
‐
$        
‐
$             
10.00
$       
480.00
$       
‐
$         
‐
$             
Trip Charge ‐ Coring
TP
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Calibration of Ignition Oven
1
EA
800.00
$ 
800.00
$       
400.00
$    
400.00
$       
800.00
$  
800.00
$        
Asphalt Ignition/Gradiation
6
EA
275.00
$ 
1,650.00
$   
190.00
$    
1,140.00
$   
175.00
$  
1,050.00
$    
Theoretical Max Density (rice) 
6
EA
275.00
$ 
1,650.00
$   
100.00
$    
600.00
$       
145.00
$  
870.00
$        
Sieve Analysis/Extraction/Gradation
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
% Asphalt Binder
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Asphalt Gyratory Bulk Density (Set of 2)
4
EA
275.00
$ 
1,100.00
$   
275.00
$    
1,100.00
$   
275.00
$  
1,100.00
$    
Asphalt Marshall Bulk Density (Set of 3)
2
EA
275.00
$ 
550.00
$       
125.00
$    
250.00
$       
145.00
$  
290.00
$        
Specific Gravity & Absorption of Course Aggregate Concrete
EA
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Core Rig Equipment
3
DA
800.00
$ 
2,400.00
$   
1,520.00
$ 
4,560.00
$   
175.00
$  
525.00
$        
Core Thickness & Density
6
EA
75.00
$   
450.00
$       
25.00
$       
150.00
$       
60.00
$    
360.00
$        
Project Coordination/Supervision
3
HR
‐
$        
INCLUDED
38.00
$       
114.00
$       
110.00
$  
330.00
$        
16,360.00
$ 
13,966.00
$ 
12,895.00
$  
Scope: Miscellaneous
QC QTY Unit
Rate
Total
Rate
Total
Rate
Total
Project Coordination/Supervision (3 HR/WK)
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Project Engineer
HR
‐
$        
‐
$             
‐
$           
‐
$              
‐
$         
‐
$             
Weekly Quality Control Report
3
EA
‐
$        
INCLUDED
‐
$           
INCLUDED
100.00
$  
300.00
$        
Quality Control Plan
1
EA
750.00
$ 
375.00
$       
750.00
$    
375.00
$       
250.00
$  
125.00
$        
375.00
$       
375.00
$       
425.00
$        
Driveway #4 Bid Total
ATC
Ninyo & Moore
Integer
Driveway #4
33,145.00
$                     
24,670.00
$                         
27,415.00
$                     
N/ AWARDED
AWARDED
N/ AWARDED

3202 East Harbour Drive | Phoenix, Arizona 85034 | p. 602.243.1600 |  www.ninyoandmoore.com 
March 31, 2022 
Proposal No. 12PHX02-04448 
Mr. Jose Ojeda 
DCS Contracting 
11525 East Germann Road 
Chandler, Arizona 85286 
Subject: 
Proposal to Perform Materials Testing Services 
CMAR – Dobson Road Improvements 
Dobson Road and Chaparral Way 
Chandler, Arizona  
Dear Jose: 
Ninyo & Moore is pleased to submit the following proposal to perform materials testing services for 
the Dobson Road Improvements Project in Chandler, Arizona. Our scope of service and estimated 
fees was derived from the information we received from your office, our interpretation of the provided 
bid documents and our experience with similar projects. 
PROJECT UNDERSTANDING 
The project will include the construction of Dobson Road between Ocotillo Road and Queen Creek 
Road. Site improvements will include new asphalt pavements, paved drive lanes and underground 
utilities. 
SCOPE OF SERVICES 
Ninyo & Moore anticipates that the following services will be needed during the construction phase: 
 
Materials observation, testing, and sampling during the placement of soil, aggregate, concrete, 
and asphalt. 
 
Laboratory testing of soil, aggregate, concrete and asphalt. 
 
Data analysis and compilation.

Ninyo & Moore   |   CMAR Dobson Road, Chandler, Arizona   |   12PHX02-04448   |   March 31, 2022 
2 
 
ESTIMATED FEE 
We propose to provide our services on a time-and-materials basis in accordance with the attached 
Schedule of Fees. We estimate the fee for our services as follows: 
 
Driveway #1 approximately $10,000 (Ten Thousand Dollars).  
 
Driveway #1 approximately $6,000 (Six Thousand Dollars). 
 
A breakdown of our fees is presented in the attached Quality Control Subcontract Scope/Quantities. 
To authorize our services, please sign and return the attached Work Authorization and Agreement.  
We look forward to working with you. 
Respectfully submitted, 
NINYO & MOORE 
Ahmed M. Khattar 
Project Manager 
Steven T. Lorenzo 
Principal/Director of Business Development 
AMK/STL/hmf 
Attachments: Quality Control Subcontract Scope/Quantities  
Schedule of Fees 
Work Authorization and Agreement

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Storm Drain)
(Storm Drain 11 LF)
QC QTY
Unit
Rate
Total
Field Technician
16
HR
50.00
$    
800.00
$                 
Professional Engineer
HR
-
$         
-
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
EA
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
16
HR
10.00
$    
160.00
$                 
Proctor, Standard Compaction Test
1
EA
125.00
$  
125.00
$                 
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
110.00
$  
110.00
$                 
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
90.00
$    
90.00
$                   
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
110.00
$  
110.00
$                 
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
1,529.00
$             
Scope: Subgrade & Aggregate Base Coarse
2,259 TN ABC
QC QTY
Unit
Rate
Total
Field Technician
24
HR
50.00
$    
1,200.00
$              
Professional Engineer
HR
-
$         
-
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
EA
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
24
HR
10.00
$    
240.00
$                 
Proctor, Standard Compaction Test
1
EA
125.00
$  
125.00
$                 
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
110.00
$  
110.00
$                 
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
-
$         
-
$                       
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
110.00
$  
110.00
$                 
Specific Gravity Coarse Aggregates
EA
-
$         
-
$                       
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
1,919.00
$             
Scope: Concrete
155 CY
QC QTY
Unit
Rate
Total
Field Technician
24
HR
50.00
$    
1,200.00
$              
Professional Engineer
HR
-
$         
-
$                       
Project Manager
4
HR
96.00
$    
384.00
$                 
Weekly Report
WK
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
EA
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
24
HR
10.00
$    
240.00
$                 
Proctor, Standard Compaction Test
EA
-
$         
-
$                       
Sieve Analysis Fine and Coarse Aggregate, Gradation
EA
-
$         
-
$                       
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
-
$         
-
$                       
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
-
$         
-
$                       
Cylinder Pick Up
4
HR
50.00
$    
200.00
$                 
Concrete Compressive Strength (set of 4)
3
ST
80.00
$    
240.00
$                 
Project Coordination/Supervision
4
HR
38.00
$    
152.00
$                 
2,416.00
$             
Scope: Asphaltic Concrete Pavement
906 TN
QC QTY
Unit
Rate
Total
Field Technician
16
HR
50.00
$    
800.00
$                 
Field Technician - Coring
8
HR
125.00
$  
1,000.00
$              
Professional Engineer / Data Processor/AC Technician
HR
-
$         
-
$                       
Project Manager
4
HR
96.00
$    
384.00
$                 
Weekly Report
WK
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
EA
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
16
HR
10.00
$    
160.00
$                 
Trip Charge - Coring
TP
-
$         
-
$                       
Calibration of Ignition Oven
1
EA
400.00
$  
400.00
$                 
Driveway #1

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Storm Drain)
(Storm Drain 11 LF)
QC QTY
Unit
Rate
Total
Field Technician
16
HR
50.00
$    
800.00
$                 
Professional Engineer
HR
-
$         
-
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
EA
-
$         
-
$                       
Trip Charge / VEHICLE EQUIP USE
16
HR
10.00
$    
160.00
$                 
Proctor, Standard Compaction Test
1
EA
125.00
$  
125.00
$                 
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
110.00
$  
110.00
$                 
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
90.00
$    
90.00
$                   
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
110.00
$  
110.00
$                 
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
1,529.00
$             
Driveway #1
Asphalt Ignition/Gradiation
2
EA
190.00
$  
380.00
$                 
Theoretical Max Density (rice) 
2
EA
100.00
$  
200.00
$                 
Sieve Analysis/Extraction/Gradation
EA
-
$         
-
$                       
% Asphalt Binder
EA
-
$         
-
$                       
Asphalt Gyratory Bulk Density (Set of 2)
EA
-
$         
-
$                       
Asphalt Marshall Bulk Density (Set of 3)
2
EA
125.00
$  
250.00
$                 
Specific Gravity & Absorption of Course Aggregate Concrete
0
EA
-
$         
-
$                       
Core Rig Equipment
DA
-
$         
-
$                       
Core Thickness & Density
2
EA
25.00
$    
50.00
$                   
Project Coordination/Supervision
4
HR
38.00
$    
152.00
$                 
 
3,776.00
$             
Scope: Miscellaneous
QC QTY
Unit
Rate
Total
Project Coordination/Supervision (3 HR/WK)
HR
-
$         
-
$                       
Project Engineer
HR
-
$         
-
$                       
Weekly Quality Control Report ( Included in PM above)
HR
-
$         
-
$                       
Quality Control Plan
EA
-
$         
-
$                       
 Bid Total
9,640.00
$

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Dry Utilities)
(Electrical Conduit 595 LF )
QC QTY
Unit
Rate
Total
Field Technician
16
HR
50.00
$    
800.00
$                 
Professional Engineer
HR
‐
$         
‐
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
EA
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
16
HR
10.00
$    
160.00
$                 
Proctor, Standard Compaction Test
1
EA
125.00
$  
125.00
$                 
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
110.00
$  
110.00
$                 
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
90.00
$    
90.00
$                   
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
110.00
$  
110.00
$                 
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
1,529.00
$             
Scope: Subgrade & Aggregate Base Coarse
835 TN
QC QTY
Unit
Rate
Total
Field Technician
8
HR
50.00
$    
400.00
$                 
Professional Engineer
HR
‐
$         
‐
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
EA
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
8
HR
10.00
$    
80.00
$                   
Proctor, Standard Compaction Test
1
EA
125.00
$  
125.00
$                 
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
110.00
$  
110.00
$                 
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
‐
$         
‐
$                       
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
110.00
$  
110.00
$                 
Specific Gravity Coarse Aggregates
EA
‐
$         
‐
$                       
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
959.00
$                 
Scope: Concrete
126 CY
QC QTY
Unit
Rate
Total
Field Technician
8
HR
50.00
$    
400.00
$                 
Professional Engineer
HR
‐
$         
‐
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
EA
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
8
HR
10.00
$    
80.00
$                   
Proctor, Standard Compaction Test
EA
‐
$         
‐
$                       
Sieve Analysis Fine and Coarse Aggregate, Gradation
EA
‐
$         
‐
$                       
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
‐
$         
‐
$                       
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$         
‐
$                       
Cylinder Pick Up
2
TP
50.00
$    
100.00
$                 
Concrete Compressive Strength (set of 4)
3
ST
80.00
$    
240.00
$                 
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
954.00
$                 
Scope: Asphaltic Concrete Pavement
312 TN
QC QTY
Unit
Rate
Total
Field Technician
8
HR
50.00
$    
400.00
$                 
Field Technician ‐ Coring
8
HR
125.00
$  
1,000.00
$              
Professional Engineer / Data Processor/AC Technician
HR
‐
$         
‐
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
EA
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
8
HR
10.00
$    
80.00
$                   
Trip Charge ‐ Coring
TP
‐
$         
‐
$                       
Calibration of Ignition Oven
1
EA
400.00
$  
400.00
$                 
Driveway #4

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Dry Utilities)
(Electrical Conduit 595 LF )
QC QTY
Unit
Rate
Total
Field Technician
16
HR
50.00
$    
800.00
$                 
Professional Engineer
HR
‐
$         
‐
$                       
Project Manager
1
HR
96.00
$    
96.00
$                   
Weekly Report
WK
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
EA
‐
$         
‐
$                       
Trip Charge / VEHICLE EQUIP USE
16
HR
10.00
$    
160.00
$                 
Proctor, Standard Compaction Test
1
EA
125.00
$  
125.00
$                 
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
110.00
$  
110.00
$                 
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
90.00
$    
90.00
$                   
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
110.00
$  
110.00
$                 
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
1,529.00
$             
Driveway #4
Asphalt Ignition/Gradiation
1
EA
190.00
$  
190.00
$                 
Theoretical Max Density (rice) 
1
EA
100.00
$  
100.00
$                 
Sieve Analysis/Extraction/Gradation
EA
‐
$         
‐
$                       
% Asphalt Binder
EA
‐
$         
‐
$                       
Asphalt Gyratory Bulk Density (Set of 2)
EA
‐
$         
‐
$                       
Asphalt Marshall Bulk Density (Set of 3)
1
EA
125.00
$  
125.00
$                 
Specific Gravity & Absorption of Course Aggregate Concrete
EA
‐
$         
‐
$                       
Core Rig Equipment
DA
‐
$         
‐
$                       
Core Thickness & Density
2
EA
25.00
$    
50.00
$                   
Project Coordination/Supervision
1
HR
38.00
$    
38.00
$                   
 
2,479.00
$             
Scope: Miscellaneous
QC QTY
Unit
Rate
Total
Project Coordination/Supervision (3 HR/WK)
HR
‐
$         
‐
$                       
Project Engineer
HR
‐
$         
‐
$                       
Weekly Quality Control Report ( Included in PM above)
HR
‐
$         
‐
$                       
Quality Control Plan
HR
‐
$         
‐
$                       
 Bid Total
5,921.00
$

Ninyo & Moore   |   CMAR Dobson Road, Chandler, Arizona   |   12PHX02-04448   |   March 31, 2022 
AZ6 
 
Schedule of Fees 
Hourly Charges for Personnel 
Professional Staff 
 
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist ..............................................  $ 136
Senior Engineer/Geologist/Environmental Scientist ................................................................................................  $ 115
Senior Project Engineer/Geologist/Environmental Scientist ....................................................................................  $ 102
Project Engineer/Geologist/Environmental Scientist ...............................................................................................  $ 
96
Senior Staff Engineer/Geologist/Environmental Scientist .......................................................................................  $ 
90
Staff Engineer/Geologist/Environmental Scientist ...................................................................................................  $ 
80
GIS Analyst ...............................................................................................................................................................  $ 
84
Technical Illustrator/CAD Operator ..........................................................................................................................  $ 
48
Field Staff 
 
Certified Asbestos/Lead Technician ........................................................................................................................  $ 102
Field Operations Manager ........................................................................................................................................  $ 
74
Nondestructive Examination Technician (UT, MT, LP) ...........................................................................................  $ 
79
Supervisory Technician ............................................................................................................................................  $ 
68
Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) .............................................  $ 
68
Senior Technician .....................................................................................................................................................  $ 
54
Technician ................................................................................................................................................................  $ 
50
Administrative Staff 
 
Geotechnical/Environmental/Laboratory Assistant ..................................................................................................  $ 
43
Information Specialist ...............................................................................................................................................  $ 
43
Data Processor .........................................................................................................................................................  $ 
38
Other Charges 
Concrete Coring Equipment (includes technician) ..............................................................................................  $ 190/hr 
Anchor Load Test Equipment (includes technician) ............................................................................................  $ 190/hr 
GPR Equipment ...................................................................................................................................................  $ 180/hr 
Inclinometer ..........................................................................................................................................................  $ 100/hr 
Hand Auger Equipment .......................................................................................................................................  $ 
80/hr 
Rebar Locator (Pachometer) ...............................................................................................................................  $ 
25/hr 
Vapor Emission Kit ...............................................................................................................................................  $ 
65/kit 
X-Ray Fluorescence ............................................................................................................................................  $ 
70/hr 
PID/FID.................................................................................................................................................................  $ 
25/hr 
Air Sampling Pump ..............................................................................................................................................  $ 
10/hr 
Nuclear Density Gauge ........................................................................................................................................  $ 
10/hr 
Field Vehicle .........................................................................................................................................................  $ 
10/hr 
Expert Witness Testimony ...................................................................................................................................  $ 400/hr 
Direct Expenses .....................................................................................................................................
Cost plus 15 % 
Special equipment charges will be provided upon request. 
Notes 
For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged 
for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday and Sunday. 
Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day and on holidays.  
Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours ex-
ceeding 4 hours. 
Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid 
within 30 days. 
The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.

Ninyo & Moore   |  2021 Laboratory Testing 
 
 
Schedule of Fees for Laboratory Testing 
SOILS 
 
CONCRETE 
Atterberg Limits, D 4318, T 89, T90 .......................................................... $ 
90 
 
Concrete Core Absorption ASTM C 497 Method A .................................... $ 
85 
California Bearing Ratio (CBR), D 1883 ................................................... $ 450 
 
Concrete Core Compressive Strength, C 42 , T 24-93 .............................. $ 
90 
Chloride and Sulfate Content, ARIZ 733, 736 .......................................... $ 100 
 
Concrete Coring Minimum Charge .............................................................. $ 300 
Clay Expansion, FHA Swell ....................................................................... $ 110 
 
Concrete Laboratory Mix Verification, excluding cylinders ........................ $ 300 
Consolidation, D 2435, T 216-94 .............................................................. $ 250 
 
Concrete Mix Design .................................................................................... $ 2,000 
Crumb Test Dispersion Test, D 4647 ....................................................... $ 
60 
 
Compression Tests, 6x12 or 4x8 Cylinder, C 39, T 22-92 ......................... $ 
15 
Direct Shear, D 3080. T236 ....................................................................... $ 350 
 
Drying Shrinkage, C 157 .............................................................................. $ 300 
Expansion Index, D 4829, UBC 18-2 ........................................................ $ 120 
 
Flexural Test, C 78 ........................................................................................ $ 
80 
Expansion Potential (Method A), D 4546 ................................................. $ 110 
 
Gunite/Shotcrete, Panels, 3 cut cores per panel and test,  ACI ................ $ 190 
Hydraulic Conductivity, D 5084 ................................................................. $ 300 
 
Lightweight Concrete Fill Compression, C 495 ........................................... $ 
40 
Hydrometer Analysis, D 7928, T 88-93 .................................................... $ 200 
 
Measurement of Concrete Cores, ASTM C 174 ......................................... $ 
20 
Double Hydrometer Analysis, D 4221, T 88 ............................................. $ 400 
 
Rapid Chloride Permeability, C 1202 .......................................................... $ 425 
Lime Determination, pH Method, D 62765 ............................................... $ 210 
 
Splitting Tensile Strength, C 496 ................................................................. $ 
95 
Standard Proctor Density, D 698 .............................................................. $ 125 
 
Time of Setting of Cement by Vicat Needle, C 191 .................................... $ 250 
Standard Proctor Density Treated Soils, D 698 ....................................... $ 195 
 
 
Modified Proctor Density Treated Soils, D 1557, T 180-93, T 99-94 ...... $ 205 
 
ASPHALT  
Miller Box Resistivity .................................................................................. $ 
60 
 
Asphalt Mix Design Review .......................................................................... $ 400 
Moisture, Ash, & Organic Matter of Peat/Organic Soils .......................... $ 
90 
 
Asphalt Mix Design, 5 points, Tex................................................................ $ 1,500 
Moisture Only, D 2216, T 265 ................................................................... $ 
25 
 
Asphalt Content/Gradation (Ignition Oven), T 308, D 6307 ....................... $ 200 
Moisture and Density, D 2937 ................................................................... $ 
35 
 
Bulk Density Lab Molded Samples, Tex 207F (per set) ............................. $ 
50 
Permeability, CH, D 2434, T 215 .............................................................. $ 220 
 
Bulk Specific Gravity per specimen (non-absorptive), D 2726 .................. $ 
25 
pH and Resistivity, ARIZ 236 c ................................................................. $ 100 
 
Bulk Specific Gravity per specimen (coated), D 1188 ................................ $ 
45 
Pinhole Dispersion Test, D 4647............................................................... $ 245 
 
Compressive Strength of Hot Mix Asphalt, T 167 ....................................... $ 275 
R-value, D 2844, T 190 .............................................................................. $ 250 
 
Extraction, % Asphalt, including Gradation, D 2172, T 164-94 
Sand Equivalent, D 2419, T 176 ............................................................... $ 
90 
 
   T 30-93, Tex 210F ..................................................................................... $ 225 
Sieve Analysis, D 422 ................................................................................ $ 
55 
 
Hveem Stability and Unit Weight CTM or ASTM, CT 366.......................... $ 200 
Sieve Analysis, C-136 (includes 200 wash), D 422, D 1140 ................... $ 110 
 
Hveem Stability, Tex 208F (per set)  ........................................................... $ 
90 
Solubility ...................................................................................................... $ 
80 
 
Marshall Mix Design, Flow and Unit Weight, (set of 3) T 245-94 .............. $ 125 
Specific Gravity, D 854, T 100-93 ............................................................. $ 
85 
 
Marshall Mix Design ..................................................................................... $ 3,500 
Sulfate & Chloride Content ........................................................................ $ 
90 
 
Maximum Theoretical Unit Weight, D 2041, CT 309, Tex 227F ................ $ 125 
Swell Test, D 4546 ..................................................................................... $ 290 
 
Molding Specimens, Tex 206F (per set) ..................................................... $ 
55 
Thermal Resistivity (ASTM 5334, IEEE 442) ........................................... $ 800 
 
Tensile Strength Ratio D 4867, T283 .......................................................... $ 350 
Triaxial Shear, U.U., D 2850 per point ...................................................... $ 160 
 
SuperPave Mix Design ................................................................................. $ 4,000 
Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 315 
 
 
Triaxial Shear, C.D, D 4767, T 297 per pt ................................................ $ 375 
 
AGGREGATES 
Unconfined Compression, D 2166, T 208 ................................................ $ 175 
 
Absorption, Coarse, C 127 ........................................................................... $ 
50 
 
 
Absorption, Fine, C 128 ................................................................................ $ 
75 
MASONRY 
 
Alkali Reactivity, C 1260 ............................................................................... $ 750 
Brick Absorption, C 67 ............................................................................... $ 
65 
 
Alkali-Silica Reactivity, C 1567 ..................................................................... $ 750 
Brick Compression, C 67 ........................................................................... $ 
30 
 
Clay Lumps and Friable Particles, C 142 .................................................... $ 
95 
Brick Moisture, C 67 ................................................................................... $ 
30 
 
Fractured Faces, NDOT, T 2303, ARIZ 212e ............................................. $ 140 
CMU Block Compression Test, 8x8x16, C 140 ....................................... $ 
75 
 
Los Angeles Abrasion, C 131 or C 535 ....................................................... $ 180 
CMU Block Moisture Content, C 140 ........................................................ $ 
70 
 
Moisture, C 566, T 255-92 ............................................................................ $ 
25 
Core Compression ..................................................................................... $ 
35 
 
Mortar make properties of fine aggregate, C 87 ......................................... $ 300 
Concrete Block Linear Shrinkage, C 426 ................................................. $ 150 
 
Organic Impurities, C 40 ............................................................................... $ 
50 
Grout Prisms Compressive Strength, C 1019 .......................................... $ 
40 
 
Sand Equivalent, D 2419, T 176 .................................................................. $ 
85 
Masonry Grout, 4x4x8 prism compression, UBC 21-18 .......................... $ 
20 
 
Sieve Analysis, Coarse Aggregate, C 136 .................................................. $ 110 
Masonry Mortar, 2x4 cylinder compression, UBC 21-16 ......................... $ 
20 
 
Sieve Analysis, Fine Aggregate (included wash), C 136 ........................... $ 110 
Masonry Prism, half size, compression, UBC 21-17 ............................... $ 120 
 
Sodium Sulfate Soundness (per size fraction), C 88 .................................. $ 240 
Mortar Cubes Compressive Strength, C 109 ........................................... $ 
20 
 
Specific Gravity, Coarse, C 127 ................................................................... $ 125 
 
 
Specific Gravity, Fine, C 128 ........................................................................ $ 125 
REINFORCING AND STRUCTURAL STEEL 
 
Unit Weight C 29, T 19 ................................................................................. $ 
50 
Chemical Analysis, A-36, A615 ................................................................. $ 125 
 
 
Fireproofing Density Test, UBC 7-6 .......................................................... $ 
50 
 
 
Hardness Test, Rockwell, A-370 ............................................................... $ 
40 
 
 
High Strength Bolt, Nut & Washer Conformance, set, A-325 ................. $ 150 
 
 
Mechanically Spliced Reinforcing Tensile Test, ACI ............................... $ 
80 
 
 
Pre-Stress Strand (7 wire), A 416 ............................................................. $ 150 
 
 
Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ...................... $ 
85 
 
 
Structural Steel Tensile Test: Up to 200,000 lbs., A 370 ......................... $ 100 
 
 
Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ...................... $ 
80 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Special preparation of standard test specimens will be charged at the technician’s hourly rate. 
Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.

Ninyo & Moore   |   CMAR Dobson Road, Chandler, Arizona   |   12PHX02-04448   |   March 31, 2022 
1 
 
WORK AUTHORIZATION AND AGREEMENT 
 
Please Sign and Return One Copy to: 
NINYO & MOORE 
3202 East Harbour Drive 
Phoenix, Arizona  85034 
 
 
 
 
PROPOSAL NO. 12PHX02-04448 
1. 
PROJECT ADDRESS: 
Dobson Road and Chaparral Way, Chandler, Arizona 
 
2. 
PROJECT DESCRIPTION: 
Materials Testing Services 
 
3. 
SCOPE OF STUDY: 
Please refer to proposal dated March 31, 2022. 
 
4. 
FEE:    $16,000  (Sixteen Thousand Dollars – Time and Materials) 
 
5. 
PORTION OF FEE IN ADVANCE OF WORK:   None 
 
6. 
CLIENT: 
DCS Contracting 
PHONE:  (480) 732-9238 
11525 East Germann Road 
Chandler, Arizona 85286 
 
 
CONTACT: Jose Ojeda 
PHONE:  (480) 732-9238 
 
7. 
STATEMENT TO BE SENT TO:  Client 
CONDITIONS OF AGREEMENT BETWEEN CLIENT AND NINYO & MOORE 
This AGREEMENT is made by and between: NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES 
CONSULTANTS, hereinafter referred to as CONSULTANT, and DCS Contracting, hereinafter referred to as CLIENT. This 
AGREEMENT between the parties consists of these TERMS, the attached Proposal identified as No. 12PHX02-04448 dated 
March 31, 2022, and any exhibits or attachments noted in the Proposal. Together, these elements will constitute the entire 
AGREEMENT superseding any and all prior negotiations, correspondence, or agreements either written or oral. Any changes 
to this AGREEMENT must be mutually agreed to in writing. 
STANDARD OF CARE 
CLIENT recognizes that subsurface conditions may vary from those observed at locations where borings, surveys, or 
explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by 
CONSULTANT will be based solely on information available to CONSULTANT. CONSULTANT is responsible for those data, 
interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the information 
developed. 
Services performed by CONSULTANT under this AGREEMENT are expected by CLIENT to be conducted in a manner 
consistent with the level of care and skill ordinarily exercised by members of the geotechnical engineering profession practicing 
contemporaneously under similar conditions in the locality of the project. Under no circumstance is any warranty, expressed 
or implied, made in connection with the providing of geotechnical consulting services. 
SITE ACCESS AND SITE CONDITIONS 
CLIENT will grant or obtain free access to the site for all equipment and personnel necessary for CONSULTANT to perform 
the work set forth in this agreement. CLIENT will notify any and all possessors of the project site that CLIENT has granted 
CONSULTANT free access to the site. Client will protect all property, inside and out, including all plants and landscaping. 
CONSULTANT will take reasonable precautions to reduce the potential for damage to the site, but it is understood by CLIENT 
that, in the normal course of work, some damage may occur and the correction of such damage or alteration is not part of this 
AGREEMENT unless so specified in the Proposal. 
CLIENT is responsible for accurately delineating the locations of all subterranean structures and utilities. CONSULTANT will 
take reasonable precautions to avoid known subterranean structures, and CLIENT waives any claim against CONSULTANT, 
and agrees to defend, indemnify and hold CONSULTANT harmless from any claim or liability for injury or loss, including costs 
of defense, arising from damage done to subterranean structures and utilities not identified or accurately located. In addition,

Ninyo & Moore   |   CMAR Dobson Road, Chandler, Arizona   |   12PHX02-04448   |   March 31, 2022 
2 
 
CLIENT agrees to compensate CONSULTANT for any time spent or expenses incurred by CONSULTANT in defense of any 
such claim, with compensation to be based upon CONSULTANT's prevailing fee schedule and expense reimbursement policy. 
SAMPLE DISPOSAL 
CONSULTANT will dispose of remaining soil, rock, and water samples approximately thirty (30) days after submission of the 
report covering those samples. Further storage or transfer of samples can be made at CLIENT's expense upon CLIENT's 
prior written request. 
MONITORING 
If CONSULTANT is retained by CLIENT to provide a site representative for the purpose of monitoring specific portions of 
construction work or other field activities as set forth in the Proposal, then this phrase applies. For the specified assignment, 
CONSULTANT will report observations and professional opinions to CLIENT or CLIENT’s agent. No action of CONSULTANT 
or CONSULTANT's site representative can be construed as altering any AGREEMENT between the CLIENT and others. 
CONSULTANT will report to CLIENT or CLIENT’s agent any observed geotechnically related work which, in CONSULTANT's 
professional opinion, does not conform with plans and specifications. The CONSULTANT has no right to reject or stop work 
of any agent or subcontractor of CLIENT; such rights are reserved solely for CLIENT. Furthermore, CONSULTANT's presence 
on the site does not in any way guarantee the completion or quality of the performance of the work of any party retained by 
CLIENT to provide field or construction-related services. 
If CONSULTANT is not retained by Client for the purpose of monitoring construction work or field activities, CONSULTANT 
will expressly not be held liable or responsible for such activities or for the geotechnical performance of the completed project. 
Monitoring of construction work or field activities and the geotechnical performance of the completed project is and will remain 
the sole and express responsibility of the CLIENT or other party designated by the CLIENT. CLIENT hereby agrees to 
indemnify and hold harmless CONSULTANT from and against any loss or judgment, suffered by the CONSULTANT as a 
result of a claim or lawsuit resulting from CLIENT’s failure to monitor construction work or field activities for which 
CONSULTANT has not been retained. 
CONSULTANT will not be responsible for and will not have control or charge of specific means, methods, techniques, 
sequences or procedures of construction or other field activities selected by any agent or agreement of CLIENT. It is mutually 
understood and agreed by CLIENT and CONSULTANT that CONSULTANT has no control or enforcement ability over any 
persons or parties who are not employees of CONSULTANT. CONSULTANT does not purport to be, nor is CONSULTANT 
responsible for, any safety precautions nor programs incident thereto for such non-employees of CONSULTANT. 
OWNERSHIP AND MAINTENANCE OF DOCUMENTS 
Unless otherwise specified in this Agreement or in an Addendum, and provided that CONSULTANT has been fully paid for 
the Services, CLIENT shall have the right to use the documents, maps, photographs, drawings and specifications resulting 
from CONSULTANT’s efforts on the project, for purposes reasonably contemplated by the parties. CONSULTANT shall have 
the right, but shall not be obligated, to retain copies of all such materials and shall have the right to use the same for any 
purpose, unless such use would be expected to cause harm to CLIENT. CLIENT shall specify in advance, in writing, and be 
charged for all arrangements for special or extended-period maintenance of such materials by CONSULTANT. 
CONSULTANT retains the right of ownership with respect to any patentable concepts or copyrightable materials arising from 
its Services. 
Reuse of any material described by CLIENT, including publication to third parties, on extension of this project or on any other 
project without CONSULTANT’s written authorization, shall be at CLIENT’s risk, and CLIENT agrees to indemnify, defend, 
and hold harmless CONSULTANT from all claims, damages, and expenses, including attorney’s fees, arising out of such 
unauthorized reuse. 
BILLING AND PAYMENT 
CLIENT will pay CONSULTANT in accordance with the procedures indicated in the Proposal and its attachments. Invoices 
will be submitted to CLIENT by CONSULTANT, and will be due and payable upon presentation. If CLIENT objects to all or 
any portion of any invoice, CLIENT will so notify CONSULTANT in writing within fourteen (14) calendar days of the invoice 
date, identify the cause of disagreement, and pay when due that portion of the invoice not in dispute. The parties will 
immediately make every effort to settle the disputed portion of the invoice. In the absence of written notification described 
above, the balance as stated on the invoice will be paid.

Ninyo & Moore   |   CMAR Dobson Road, Chandler, Arizona   |   12PHX02-04448   |   March 31, 2022 
3 
 
Invoices are delinquent if payment has not been received within thirty (30) days from date of invoice. CLIENT will pay an 
additional charge of three quarters of a percent (.75) per month (or the maximum percentage allowed by law, whichever is 
lower) on any delinquent amount, excepting any portion of the invoiced amount in dispute and resolved in favor of CLIENT. 
Payment thereafter will first be applied to accrued interest and then to the principal unpaid amount. All time spent and expenses 
incurred (including any attorney's fees) in connection with collection of any delinquent amount will be paid by CLIENT to 
CONSULTANT per CONSULTANT's current fee schedules. In the event CLIENT fails to pay CONSULTANT within sixty (60) 
days after invoices are rendered, CLIENT agrees that CONSULTANT will have the right to consider the failure to pay the 
CONSULTANT's invoice as a breach of this AGREEMENT and CONSULTANT may cease work on the project. At 
CONSULTANT’s option, CONSULTANT may waive said major breach upon payment by CLIENT of all arrearages and 
outstanding invoices. 
TERMINATION 
This AGREEMENT may be terminated by either party seven (7) days after written notice in the event of any breach of any 
provision of this AGREEMENT or in the event of substantial failure of performance by either party, or if CLIENT suspends the 
work for more than three (3) months. In the event of termination, CONSULTANT will be paid for services performed prior to 
the date of termination plus reasonable termination expenses, including, but not limited to, the cost of completing analyses, 
records, and reports necessary to document job status at the time of termination. 
RISK ALLOCATION 
Many risks potentially affect CONSULTANT by virtue of entering into this AGREEMENT to perform professional consulting 
services on behalf of CLIENT. The principal risk is the potential for human error by CONSULTANT. For CLIENT to obtain the 
benefit of a fee which includes a nominal allowance for dealing with CONSULTANT's liability, CLIENT agrees to limit 
CONSULTANT's liability to CLIENT and to all other parties for claims arising out of CONSULTANT's performance of the 
services described in this AGREEMENT. The aggregate liability of CONSULTANT will not exceed $50,000 for negligent 
professional acts, errors, or omissions, including attorney’s fees and costs which may be awarded to the prevailing party, and 
CLIENT agrees to indemnify and hold harmless CONSULTANT from and against all liabilities in excess of the monetary limit 
established above. 
Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties voluntarily and 
knowingly entered into, and shall apply to all theories of recovery including, but not limited to, breach of contract, warranty, 
tort (including negligence), strict or statutory liability, or any other cause of action, except for willful misconduct or gross 
negligence. The parties also agree that CLIENT will not seek damages in excess of the limitations indirectly through suits with 
other parties who may join CONSULTANT as a third-party nor by an award of attorney’s fees and costs to the prevailing party 
in excess of the aggregate liability agreed upon herein by the parties. Parties means CLIENT and CONSULTANT and their 
officers, employees, agents, affiliates, and subcontractors. 
Both CLIENT and CONSULTANT agree that they will not be liable to each other, under any circumstances, for special, indirect, 
consequential, or punitive damages arising out of or related to this AGREEMENT. 
INDEMNIFICATION 
If any claim is brought against CONSULTANT, its employees, agents and subcontractors and/or CLIENT by a third party, 
relating in any way to the Services, the contribution and indemnification rights and obligations of CONSULTANT and Client, 
subject to the paragraph titled “Risk Allocation” above, such claim shall be determined as follows: 
1. If any negligence, breach of contract, or willful misconduct of CONSULTANT caused any damage, injury, or loss claimed 
by the third party, then CONSULTANT and CLIENT shall each indemnify the other against any loss or judgement on a 
comparative negligence basis (CLIENT responsibility to include that of its agents, employees, and other contractors); and 
2. Unless CONSULTANT was liable for negligence, breach of contract, or willful misconduct which in whole or in part, caused 
the damage, injury, or loss asserted in the third party claim, CLIENT shall indemnify CONSULTANT against the claim, 
liability, loss, legal fees, consulting fees, and other costs of defense reasonably incurred. 
DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS 
CLIENT represents that CLIENT has made a reasonable effort to evaluate if hazardous materials are on or near the project 
site, and that CLIENT has informed CONSULTANT of CLIENT's findings relative to the possible presence of such materials.

Ninyo & Moore   |   CMAR Dobson Road, Chandler, Arizona   |   12PHX02-04448   |   March 31, 2022 
4 
 
Hazardous materials may exist at a site where there is no reason to believe they could or should be present. CONSULTANT 
and CLIENT agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a 
renegotiation of the scope of work or termination of services. CONSULTANT and CLIENT also agree that the discovery of 
unanticipated hazardous materials may make it necessary for CONSULTANT to take immediate measures to protect health 
and safety. CLIENT agrees to compensate CONSULTANT for any equipment decontamination or other costs incident to the 
discovery of unanticipated hazardous materials. 
CONSULTANT agrees to notify CLIENT when unanticipated hazardous materials or suspected hazardous materials are 
encountered. CLIENT agrees to make any disclosures required by law to the appropriate governing agencies. CLIENT also 
agrees to hold CONSULTANT harmless for any and all consequences of disclosures made by CONSULTANT which are 
required by governing law. In the event the project site is not owned by CLIENT, CLIENT recognizes that it is CLIENT's 
responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous 
materials. 
Notwithstanding any other provision of the AGREEMENT, CLIENT waives any claim against CONSULTANT and, to the 
maximum extent permitted by law, agrees to defend, indemnify, and save CONSULTANT harmless from any claim, liability, 
and/or defense costs for injury or loss arising from CONSULTANT's discovery of unanticipated hazardous materials or 
suspected hazardous materials, including, but not limited to, any costs created by delay of the project and any cost associated 
with possible reduction of the property's value. 
CLIENT will be responsible for ultimate disposal of any samples secured by CONSULTANT which are found to be 
contaminated. 
DISPUTE RESOLUTION 
If a dispute at law arises from matters related to the services provided under this AGREEMENT and that dispute requires 
litigation, then: 
1. 
The claim will be brought and tried in judicial jurisdiction of the court of the county where CONSULTANT's principal 
place of business is located and CLIENT waives the right to remove the action to any other county or judicial jurisdiction, 
and; 
2. 
The prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, court costs, 
attorneys' and expert witness fees, and other claim-related expenses. 
GOVERNING LAW AND SURVIVAL 
If any of the provisions contained in this AGREEMENT are held illegal, invalid, or unenforceable, the enforceability of the 
remaining provisions will not be impaired. Risk allocation and indemnities will survive termination or failure of this 
AGREEMENT for any cause. 
The parties have read, or had the opportunity to read, the foregoing, including all attachments, addendums, and exhibits 
hereto, have had an opportunity to discuss the same, understand completely the terms, and willingly enter into this 
AGREEMENT which will become effective on the date signed below by CLIENT. 
 
 
 
Printed Name of Client or Authorized Agent 
 
 
 
 
 
 
 
Signature of Client or Authorized Agent 
 
Date 
 
 
 
 
03/31/22 
 
Craig Rees, Principal/Construction Services 
 
Date 
 
 
PM: AMK

Page 1 of 3
DCS Contracting Inc
11535 E Germann Rd
Chandler, AZ 85286
Attention:
Jose Ojeda
Phone:
602-653-5444
Email:
jose.ojeda@dcscontracting.com
Project Name: Dobson Rd Improvements & Intel Driveways 1 & 4
Location:
Chandler, AZ
Proposal Scope:
Estimate Includes:
Integer Consulting will provide materials testing and inspection services as detailed below.
March 31, 2022
Materials Testing
Integer Consulting LLC is a professional engineering consulting firm providing complete quality management services to our clients.  
Integer Consulting staff maintain current industry recognized registrations / certifications and conforms to the requirements in 
AASHTO R 18 and the AASHTO Accreditation policies established by the AASHTO Committee on Materials and Pavements. The 
scope of this accreditation can be viewed at www.aashtoresource.org.  We appreciate the opportunity to provide an estimate for this 
project.
Project Approach:
Based upon the estimated schedule, materials quantities and specified testing requirements, the estimate for conducting our 
services is:
$67,535.00
Integer Consulting provides professional services on a time and material basis. Our estimates for these services are base on 
construction schedules and quantities. The contractor’s schedules are the leading driver in the total cost of our services. We sell 
quality services and the cost of those services is generally based on a trip charge for our vehicle and equipment and amount of time 
we are traveling to the project and are on the project. Integer Consulting works diligently with the person in charge of scheduling our 
services to optimize our trip and time onsite. Our personnel are multi talented / certified and it is conducive to have as many items 
ready for us to test and inspect during one trip. We have provided an estimate for this project however the total for the project could 
go up or down from the estimate based on the actual amount of services provided as required per the contract documents and 
applicable code.
Time and material pricing, as our services are performed at the request of our client.
Time is assessed from portal to portal travel time and time onsite.
40 hrs. per week: Standard rate. 
40+ hrs. per week: Time and a half rate. 
Saturdays: Time and a half rate. 
Sundays/Holidays: Double rate.  
Night work: Time and a half rate. (will be assessed on a case by case basis and is generally an 8 hour minimum charge.) 
Material is assessed on field and laboratory testing on a per unit basis. 
Trip Charges / Vehicle / Equipment Charges are assed for every trip to the site, not per day.
Project Management included technical oversite, scheduling, daily / weekly report review and distribution.

Page 2 of 3
Notes
Days
Hours
Quantity
Unit
Item                                   
Rate/Unit
Total
Subgrade 
10
4
40
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$3,200.00
Density &
10
Each
Vehicle/Equipment Charge
$100.00
$1,000.00
Concrete
  
40
Each
 Concrete Cylinder 4x8 Compressive Strength (each) 
$50.00
$2,000.00
  
Cylinder pick up
7
1
7
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$560.00
7
Each
Vehicle/Equipment Charge
$100.00
$700.00
  
Native
1
Each
 Max Density/Opt Moisture (Standard Proctor) 
$225.00
$225.00
1
Each
 Plasticity Index, (Atterberg Limits) (Dry Prep) 
$175.00
$175.00
1
Each
 Sieve Analysis, Gradation (Coarse/Fine/Washed) 
$125.00
$125.00
Storm Drain 
1
4
4
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$320.00
Backfill
1
Each
Vehicle/Equipment Charge
$100.00
$100.00
  
Roadway 
15
4
60
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$4,800.00
Subgrade & ABC
15
Each
Vehicle/Equipment Charge
$100.00
$1,500.00
  
ABC
1
Each
 Max Density/Opt Moisture (Standard Proctor) 
$225.00
$225.00
3
Each
 Plasticity Index, (Atterberg Limits) (Wet Prep) 
$175.00
$525.00
3
Each
 Sieve Analysis, Gradation (Coarse/Fine/Washed) 
$125.00
$375.00
1
Each
 Specific Gravity & Absorption (Coarse) 
$160.00
$160.00
Paving
6
10
60
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$4,800.00
AC A19
6
Each
Vehicle/Equipment Charge
$100.00
$600.00
AC A12.5
  
AC R12.5
3
Each
 Asphalt Ignition Oven Calibration 
$800.00
$2,400.00
4
Each
 Asphalt Gyratory Bulk Density (set of 2) 
$275.00
$1,100.00
2
Each
 Asphalt Mashall Bulk Density (set of 3) 
$275.00
$550.00
6
Each
Asphalt Ignition/Gradation
$275.00
$1,650.00
6
Each
 Asphalt Rice -Theoretical Maximum Specific Gravity  
$275.00
$1,650.00
Coring
3
4
12
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$960.00
3
Each
 Asphalt Coring Equipment 
$800.00
$2,400.00
6
Each
 Asphalt Core Bulk Density and Thickness 
$75.00
$450.00
  
17
Per Hour  Project Manager 
$200.00
$3,400.00
  
 Sub-Total:
$35,950.00
Notes
Days
Hours
Quantity
Unit
Item                                   
Rate/Unit
Total
Subgrade 
12
4
48
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$3,840.00
Density &
12
Each
Vehicle/Equipment Charge
$100.00
$1,200.00
Concrete
  
48
Each
 Concrete Cylinder 4x8 Compressive Strength (each) 
$50.00
$2,400.00
  
Native
1
Each
 Max Density/Opt Moisture (Standard Proctor) 
$225.00
$225.00
1
Each
 Plasticity Index, (Atterberg Limits) (Dry Prep) 
$175.00
$175.00
1
Each
 Sieve Analysis, Gradation (Coarse/Fine/Washed) 
$125.00
$125.00
Cylinder pick up
5
1
5
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$400.00
5
Each
Vehicle/Equipment Charge
$100.00
$500.00
  
Utilites
1
4
4
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$320.00
Backfill
1
Each
Vehicle/Equipment Charge
$100.00
$100.00
  
Roadway 
12
4
48
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$3,840.00
Subgrade & ABC
12
Each
Vehicle/Equipment Charge
$100.00
$1,200.00
  
ABC
1
Each
 Plasticity Index, (Atterberg Limits) (Wet Prep) 
$175.00
$175.00
1
Each
 Sieve Analysis, Gradation (Coarse/Fine/Washed) 
$125.00
$125.00
Driveway #4
Driveway #1

Page 3 of 3
Roadway 
6
10
60
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$4,800.00
AC A19
6
Each
Vehicle/Equipment Charge
$100.00
$600.00
AC A12.5
  
AC R12.5
4
Each
 Asphalt Gyratory Bulk Density (set of 2) 
$275.00
$1,100.00
2
Each
 Asphalt Mashall Bulk Density (set of 3) 
$275.00
$550.00
6
Each
Asphalt Ignition/Gradation
$275.00
$1,650.00
6
Each
 Asphalt Rice -Theoretical Maximum Specific Gravity  
$275.00
$1,650.00
Coring
3
4
12
Per Hour  Field Technician (ACI, ATTI Field) 
$80.00
$960.00
3
Each
 Asphalt Coring Equipment 
$800.00
$2,400.00
6
Each
 Asphalt Core Bulk Density and Thickness 
$75.00
$450.00
  
14
Per Hour  Project Manager 
$200.00
$2,800.00
  
 Sub-Total:
$31,585.00
Estimated Project Total 
$67,535.00
Respectfully Submitted,
Integer Consulting, LLC
Jose Ojeda
Erik Zerbinos
623-414-0004
602-329-9778
jojeda@integerconsultingllc.com
ezerbinos@integerconsultingllc.com
If you desire any additional information concerning our firm or this proposal, please feel free to contact us at the numbers listed 
below. We look forward to working with you!

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Storm Drain)
(Storm Drain 11 LF)
QC QTY
Unit
Rate
Total
Field Technician
4
HR
80.00
$    
320.00
$               
Professional Engineer
HR
‐
$        
‐
$                     
Project Manager
1
HR
200.00
$  
200.00
$               
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
1
EA
100.00
$  
100.00
$               
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Proctor, Standard Compaction Test
EA
225.00
$  
‐
$                     
Sieve Analysis Fine and Coarse Aggregate, Gradation
EA
125.00
$  
‐
$                     
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
175.00
$  
‐
$                     
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$                     
Project Coordination/Supervision
HR
‐
$        
‐
$                     
620.00
$               
Scope: Subgrade & Aggregate Base Coarse
2,259 TN ABC
QC QTY
Unit
Rate
Total
Field Technician
60
HR
80.00
$    
4,800.00
$            
Professional Engineer
HR
‐
$        
‐
$                     
Project Manager
3
HR
200.00
$  
600.00
$               
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
15
EA
100.00
$  
1,500.00
$            
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Proctor, Standard Compaction Test
1
EA
225.00
$  
225.00
$               
Sieve Analysis Fine and Coarse Aggregate, Gradation
3
EA
125.00
$  
375.00
$               
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
‐
$        
‐
$                     
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
3
EA
175.00
$  
525.00
$               
Specific Gravity Coarse Aggregates
1
EA
160.00
$  
160.00
$               
Project Coordination/Supervision
HR
‐
$        
‐
$                     
8,185.00
$           
Scope: Concrete
155 CY
QC QTY
Unit
Rate
Total
Field Technician
47
HR
80.00
$    
3,760.00
$            
Professional Engineer
HR
‐
$        
‐
$                     
Project Manager
5
HR
200.00
$  
1,000.00
$            
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
10
EA
100.00
$  
1,000.00
$            
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Proctor, Standard Compaction Test
1
EA
225.00
$  
225.00
$               
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
125.00
$  
125.00
$               
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
175.00
$  
175.00
$               
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$                     
Cylinder Pick Up
7
TP
100.00
$  
700.00
$               
Concrete Compressive Strength (set of 4)
40
ST
50.00
$    
2,000.00
$            
Project Coordination/Supervision
HR
‐
$        
‐
$                     
8,985.00
$           
Scope: Asphaltic Concrete Pavement
906 TN
QC QTY
Unit
Rate
Total
Field Technician
60
HR
80.00
$    
4,800.00
$            
Field Technician ‐ Coring
12
HR
80.00
$    
960.00
$               
Professional Engineer / Data Processor/AC Technician
HR
‐
$        
‐
$                     
Project Manager
8
HR
200.00
$  
1,600.00
$            
Driveway #1

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Driveway #1
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
6
EA
100.00
$  
600.00
$               
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Trip Charge ‐ Coring
TP
‐
$        
‐
$                     
Calibration of Ignition Oven
3
EA
800.00
$  
2,400.00
$            
Asphalt Ignition/Gradiation
6
EA
275.00
$  
1,650.00
$            
Theoretical Max Density (rice) 
6
EA
275.00
$  
1,650.00
$            
Sieve Analysis/Extraction/Gradation
EA
‐
$        
‐
$                     
% Asphalt Binder
EA
‐
$        
‐
$                     
Asphalt Gyratory Bulk Density (Set of 2)
4
EA
275.00
$  
1,100.00
$            
Asphalt Marshall Bulk Density (Set of 3)
2
EA
275.00
$  
550.00
$               
Specific Gravity & Absorption of Course Aggregate Concrete
EA
‐
$        
‐
$                     
Core Rig Equipment
3
DA
800.00
$  
2,400.00
$            
Core Thickness & Density
6
EA
75.00
$    
450.00
$               
Project Coordination/Supervision
HR
‐
$        
‐
$                     
18,160.00
$         
Scope: Miscellaneous
QC QTY
Unit
Rate
Total
Project Coordination/Supervision (3 HR/WK)
HR
‐
$        
‐
$                     
Project Engineer
HR
‐
$        
‐
$                     
Weekly Quality Control Report
HR
‐
$        
‐
$                     
Quality Control Plan
HR
750.00
$  
‐
$                     
Bid Total
35,950.00
$

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Scope:Underground Utilities (Dry Utilities)
(Electrical Conduit 595 LF )
QC QTY
Unit
Rate
Total
Field Technician
4
HR
80.00
$    
320.00
$               
Professional Engineer
HR
‐
$        
‐
$                     
Project Manager
HR
200.00
$  
‐
$                     
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
1
EA
100.00
$  
100.00
$               
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Proctor, Standard Compaction Test
EA
225.00
$  
‐
$                     
Sieve Analysis Fine and Coarse Aggregate, Gradation
EA
175.00
$  
‐
$                     
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
125.00
$  
‐
$                     
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$                     
Project Coordination/Supervision
HR
‐
$        
‐
$                     
420.00
$               
Scope: Subgrade & Aggregate Base Coarse
835 TN
QC QTY
Unit
Rate
Total
Field Technician
48
HR
80.00
$    
3,840.00
$            
Professional Engineer
HR
‐
$        
‐
$                     
Project Manager
3
HR
200.00
$  
600.00
$               
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
12
EA
100.00
$  
1,200.00
$            
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Proctor, Standard Compaction Test
EA
225.00
$  
‐
$                     
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
125.00
$  
125.00
$               
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
EA
‐
$        
‐
$                     
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
1
EA
175.00
$  
175.00
$               
Specific Gravity Coarse Aggregates
EA
‐
$        
‐
$                     
Project Coordination/Supervision
HR
‐
$        
‐
$                     
5,940.00
$           
Scope: Concrete
126 CY
QC QTY
Unit
Rate
Total
Field Technician
53
HR
80.00
$    
4,240.00
$            
Professional Engineer
HR
‐
$        
‐
$                     
Project Manager
4
HR
200.00
$  
800.00
$               
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
12
EA
100.00
$  
1,200.00
$            
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Proctor, Standard Compaction Test
1
EA
225.00
$  
225.00
$               
Sieve Analysis Fine and Coarse Aggregate, Gradation
1
EA
125.00
$  
125.00
$               
Plasticity Index, Liquid and Plastic Limits (Dry Preparation)
1
EA
175.00
$  
175.00
$               
Plasticity Index, Liquid and Plastic Limits (Wet Preparation)
EA
‐
$        
‐
$                     
Cylinder Pick Up
5
TP
100.00
$  
500.00
$               
Concrete Compressive Strength (set of 4)
48
ST
50.00
$    
2,400.00
$            
Project Coordination/Supervision
HR
‐
$        
‐
$                     
9,665.00
$           
Scope: Asphaltic Concrete Pavement
312 TN
QC QTY
Unit
Rate
Total
Field Technician
60
HR
80.00
$    
4,800.00
$            
Field Technician ‐ Coring
12
HR
80.00
$    
960.00
$               
Professional Engineer / Data Processor/AC Technician
HR
‐
$        
‐
$                     
Project Manager
7
HR
200.00
$  
1,400.00
$            
Driveway #4

Quality Control Subcontract Scope/Quantities
Dobson R: Intel Diveway #1 & #4 CMAR
90% Construction Plans & Specifications
Driveway #4
Weekly Report
WK
‐
$        
‐
$                     
Trip Charge / VEHICLE EQUIP USE
6
EA
100.00
$  
600.00
$               
Trip Charge / VEHICLE EQUIP USE
HR
‐
$        
‐
$                     
Trip Charge ‐ Coring
TP
‐
$        
‐
$                     
Calibration of Ignition Oven
EA
‐
$        
‐
$                     
Asphalt Ignition/Gradiation
6
EA
275.00
$  
1,650.00
$            
Theoretical Max Density (rice) 
6
EA
275.00
$  
1,650.00
$            
Sieve Analysis/Extraction/Gradation
EA
‐
$        
‐
$                     
% Asphalt Binder
EA
‐
$        
‐
$                     
Asphalt Gyratory Bulk Density (Set of 2)
4
EA
275.00
$  
1,100.00
$            
Asphalt Marshall Bulk Density (Set of 3)
2
EA
275.00
$  
550.00
$               
Specific Gravity & Absorption of Course Aggregate Concrete
EA
‐
$        
‐
$                     
Core Rig Equipment
3
DA
800.00
$  
2,400.00
$            
Core Thickness & Density
6
EA
75.00
$    
450.00
$               
Project Coordination/Supervision
HR
‐
$        
‐
$                     
15,560.00
$         
Scope: Miscellaneous
QC QTY
Unit
Rate
Total
Project Coordination/Supervision (3 HR/WK)
HR
‐
$        
‐
$                     
Project Engineer
HR
‐
$        
‐
$                     
Weekly Quality Control Report
HR
‐
$        
‐
$                     
Quality Control Plan
HR
‐
$        
‐
$                     
Bid Total
31,585.00
$

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
3/31/2022 
10:57:10 
AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
7059 Asphalt Removal, Milling, 
Pulverization
Quote Group:
Reviewed: No
Complete
 (1 of 1)
7059 Asphalt Milling
7059 Asphalt Milling
7059 Asphalt Milling
Quote Description:
13,256.24
0.00
0.00
Awarded Total:
Quoted Items Total:
13,256.24
15,292.80
17,488.00
Special Conditions:
0.00
0.00
0.00
Quoted Total:
13,256.24
15,292.80
17,488.00
Last Update:
3/23/2022 10:31:42 AM
3/31/2022 10:57:10 AM
3/22/2022 2:22:06 PM
Comparable Total:
13,256.24
15,292.80
17,488.00
WSP, Inc.
Milling Services
Bryco
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
42.4.1
AC Milling Mob
1.00 EA
850.00
850.00
-FREE-
-FREE-
3,500.00
3,500.00
7059 
Asphalt 
Removal, 
Milling, 
Pulverizatio
n
42.4.2
Mill 14'-22' Wide 
Pavement, Avg. 
5.5" AC on 7" ABC 
(Load, Haul, & 
Dispose of AC & 
ABC)
1,416.00 SY
16,638.00
11.75
15,292.80
10.80
9,756.24
6.89
7059 
Asphalt 
Removal, 
Milling, 
Pulverizatio
n
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:59 AM

This report was automatically generated by Hard Dollar (TM) software 
 
R E Q U E S T   F O R  Q U O T A T I O N 
 
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
 
TO: 
FROM: 
 
Name: 
Jamie Williams 
Name: 
Jose Ojeda 
Company: 
WSP, Inc. 
Company: 
DCS Contracting, Inc. 
 
7777 N. 70th Ave. 
 
11525 E. Germann Rd. 
 
Glendale, AZ 85303 
 
Chandler, AZ 85286 
 
 
 
 
Phone: 
623-434-5050 
Phone: 
480-732-9238 x123 
Mobile Phone: 
 
Mobile Phone: 
602-653-5444 
Fax: 
 
Fax: 
480-732-9239 
Email: 
jamie@wspinc.net 
Email: 
Jose.Ojeda@DCSContracting.com 
 
 
 
Job Information: 
22151 
 
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
Owner: 
 
Job Type: 
Public 
Job Location: 
Dobson Rd & Chaparral Way 
City: 
Chandler 
County: 
Maricopa 
State / Province: 
Arizona 
Country: 
United States 
Bid Location: 
 
Bid Date: 
 
Bid Time: 
 
Measurement System: 
English 
 
Request for Quote (RFQ) Information: 
 
Publication Date: 
03/22/2022 11:09:33 AM 
 
Response Deadline Date: 
04/01/2022 12:00:00 AM 
 
Description: 
7059 Asphalt Milling 
 
RFQ 
Instructions: 
90% Plans & Specs can be downloaded via DCS's FTP Site. DCS website provided below. 
 
https://www.dcscontracting.com/ 
 
Click on "FTP" tab located on the right hand corner of the DCS website, then click on "Browse FTP" tab. 
 
Click on "Bidding Projects" folder. Find and click on folder named "22151 Dobson Rd Intel DW 1&4 CMAR 
90%". 
 
Please let us know if you'll be bidding. If you have any questions, please contact me. Thank you!
 
Buyer's Special Terms & Conditions: 
City of Chandler wants to contract with DCS after this 90% Cost Model-GMP. 
 
Please Provide a revised quote.  
 
Project is anticipated to Start in April 2022 and Finishing June 2022.

This report was automatically generated by Hard Dollar (TM) software 
 
Milling location will be on Dobson Road (Right South Bound Lane), 
from STA 68+92.17 to STA 75+12.50.
 
Notes: 
None Specified 
 
Note to Seller:

This report was automatically generated by Hard Dollar (TM) software 
R E S P O N S E   T O   R E Q U E S T   F O R  Q U O T A T I O N 
 
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
 
SUBMITTED TO: 
SUBMITTED BY: 
 
Name: 
Jose Ojeda 
Name: 
Jamie Williams 
Company: 
DCS Contracting, Inc. 
Company: 
WSP, Inc. 
 
11525 E. Germann Rd. 
 
7777 N. 70th Ave. 
 
Chandler, AZ 85286 
 
Glendale, AZ 85303 
 
 
 
 
Phone: 
480-732-9238 x123 
Phone: 
623-434-5050 
Mobile Phone: 
602-653-5444 
Mobile Phone: 
 
Fax: 
480-732-9239 
Fax: 
 
Email: 
Jose.Ojeda@DCSContracting.com 
Email: 
jamie@wspinc.net 
 
 
 
Items: 
 
Code 
Description 
Quantity 
Unit of 
Measure 
Unit 
Price 
Total 
Price 
Tax 
Rate 
Grand 
Total 
Will 
Split 
42.4.1 
AC Milling Mob 
1.00
EA
$3,500.00
 
 
42.4.2 
Mill 14'-22' Wide Pavement, Avg. 
5.5" AC on 7" ABC (Load, Haul, & 
Dispose of AC & ABC) 
1,416.00 
SY 
$6.89 
 
 
 
 
 
Notes: 
 
 
 
 
 
Quoted Prices Submitted By:
Brian Gallimore 
Title:
President 
Date:
03/23/2022 
Time:

Proposal And Contract
Project Name: Dobson Rd Improvements Intel Driveways 1 & 4
Client Contact: Jose Ojeda
Billing Information: 
Client: DCS Contracting 
Address: 11525 E. Germann Rd., Chandler AZ 85286
Jose.Ojeda@DCSContracting.com
3/31/2022
1
Remove 5.5" AC & 7" Base
1,416 SY
10.80
$        
15,292.80
$       
Item Include: Cut, Load, Haul & Dispose of AC & Base, Water Truck & Loader for piles. 
Item to be completed in 1 shift with 1 move in. 
Min Width of cut to be 7'3" wide. 
All Milling to be completed at the contractors direction. 
Exclusions:
Traffic Control, Sweeping, Water/Water Source, Layout, Blue Stake and Any work not listed by line items above.
This Quote expires in 30 Days
Respectfully Submitted By
Accepted
Date
Melissa Smith
Melissa Smith
Estimator
Phone: 480-721-3338
E-Mail: msmith@millingservices.com
2401 S. 15th Avenue, Phoenix, AZ 85007
visit us at- www.millingservices.com

Bryco Asphalt Inc.
1959 S Power Rd #103 - 375
Mesa , AZ 85206
Office 480-987-9133  Fax 480-223-6411
AZ License #ROC206914 (L-05)
Brycomilling.com
             PROPOSAL AND CONTRACT
3/22/22
    Contact:
DCS - City of Chandler
          Job:
Dobson Rd & Chaparral Rd
      Phone:
          Fax:
The undersigned agrees to furnish and provide necessary labor to do, 
perform and complete in a professional  manner the following:
Mill asphalt, and haul off:
1,416 SY @ 12.5" deep
$11.75/SY
Price per mobilization:
$850.00
(Minimum billing per mobilization)
$7,500
(Above pricing excludes sweeping)
For additional thickness of asphalt the price will be proportionately adjusted.
This work excludes: taxes, permits, after hours, traffic control, water permits, water,
any and all damages to utilities including: cables, wires, pipes, etc. inside mill area, 
damage to curbing or valley gutter from crossing over with the machine.
Any damage caused to the machine by any unknowns inside work area.
Damage to Diamond teeth caused by any unknowns will be billed to the contractor at $300 per broken tooth.
* Any additional work not noted above that may need to be completed by Bryco 
 will need to be pre-approved between the customer and Bryco Asphalt Milling Inc. 
and a price determined before completion.
*Prices are based on the job as a whole and unit prices are based on given quantities.  
*Prices exclude all areas that can't be milled with milling equipment (big mill or trimmer). 
* Excludes layout & designation of milling area (provided by prime contractor or others).
Respectively submitted,
Jack Sawyer
Bryco Asphalt Milling Inc.
CUSTOMER'S ACCEPTANCE
Bryco Asphalt Milling Inc. is hereby authorized to furnish all labor required to complete the 
work noted in the above proposal for which I agree Bryco Asphalt Milling Inc. will be paid 
the amount noted in said proposal in accordance with the terms thereof. Invoices are due 
upon receipt. 1.5% monthly late fee will be charged to all past due amounts. If invoice is not 
paid within 90 days, a Mechanics Lien will be placed on the job and additional charges will 
be charged to the customer.
ACCEPTANCE AND AUTHORIZED BY:
Signature:_____________________________________________________

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/4/2022 
8:55:54 AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
3370 Signs
Quote Group:
Reviewed: No
Complete
 (1 of 1)
3370 Signs
3370 Signs
Quote Description:
7,305.90
0.00
Awarded Total:
Quoted Items Total:
6,958.00
12,198.00
Special Conditions:
347.90
0.00
Quoted Total:
7,305.90
12,198.00
Last Update:
3/29/2022 10:38:08 AM
4/4/2022 8:55:54 AM
Comparable Total:
7,305.90
12,198.00
Specialty Companies Group, 
LLC
Complete Parking Lots
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions: 5.00% Fule Surcharge to 
total.
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
11.1.4
Signage 
Mobilization - 
(Driveway #1)
2.00 EA
1,000.00
500.00
525.00
262.50
3370 Signs
40.1
Remove & Salvage 
Existing Sign - 
(Driveway #1)
4.00 EA
400.00
100.00
147.00
36.75
3370 Signs
41.1
Remove Existing 
Post & Foundation 
- (Driveway #1)
2.00 EA
300.00
150.00
157.50
78.75
3370 Signs
63.1
Perforated Sign 
Post - (Driveway 
#1)
46.00 LF
920.00
20.00
627.90
13.65
3370 Signs
64.1
Perforated Sign 
Post Foundation - 
(Driveway #1)
4.00 EA
600.00
150.00
567.00
141.75
3370 Signs
65.1
Flat Sheet 
Aluminum Sign 
Panel, High 
Intensity Grade - 
(Driveway #1)
35.00 SF
945.00
27.00
918.75
26.25
3370 Signs
97.1.4
Signage 
Mobilization - 
(Driveway #4)
2.00 EA
1,000.00
500.00
525.00
262.50
3370 Signs
117.1
Remove & Salvage 
Existing Sign - 
(Driveway #4)
9.00 EA
900.00
100.00
330.75
36.75
3370 Signs
118.1
Remove Existing 
Post & Foundation 
- (Driveway #4)
6.00 EA
900.00
150.00
472.50
78.75
3370 Signs
121.1
Remove And 
Reinstall Sign - 
(Driveway #4)
4.00 EA
1,800.00
450.00
189.00
47.25
3370 Signs
139.1
Perforated Sign 
Post - (Driveway 
#4)
80.00 LF
1,600.00
20.00
1,092.00
13.65
3370 Signs
140.1
Perforated Sign 
Post Foundation - 
(Driveway #4)
7.00 EA
1,050.00
150.00
992.25
141.75
3370 Signs
141.1
Flat Sheet 
Aluminum Sign 
Panel, High 
Intensity Grade - 
(Driveway #4)
29.00 SF
783.00
27.00
761.25
26.25
3370 Signs
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:57 AM

Specialty Companies Group, LLC
PROPOSAL
TO: DCS CONTRACTING
3/25/22
90%
PROJECT: DOBSON RD - INTEL DRIVEWAYS #1 & #4 
PLAN DATE:
5/31/21
LOCATION: CHAPARRAL WAY & DOBSON RD
ADDENDA:
CITY: CHANDLER 
SCG JOB#:
ATTN: JOSE OJEDA
PHONE: (602)653-5444
EMAIL: Jose.Ojeda@DCSContracting.com
Bid Item #
Item Description
Qty.
Unit
 Unit Price 
Unit Total
1
SUB MOB/DEMOBILIZATON DRIVEWAY #1 
1
EA
$250.00
$250.00
2
REMOVE & SALVAGE EXISTING SIGN (DRIVEWAY #1)
4
EA
$35.00
$140.00
3
REMOVE  EXISTING POST & FOUNDATION (DRIVEWAY #1)
2
EA
$75.00
$150.00
4
PERFORATED SIGN POST (DRIVEWAY #1) 
46
LF
$13.00
$598.00
5
PERFORATED SIGN POST FOUNDATION (DRIVEWAY #1) 
4
EA
$135.00
$540.00
6
FLAT SHEET ALUMINUM SIGN PANEL (DRIVEWAY #1) 
35
SF
$25.00
$875.00
1
SUB MOBILIZATION SIGN (DRIVEWAY #4)
1
EA
$250.00
$250.00
2
REMOVE & SALVAGE EXISTING SIGN (DRIVEWAY #4) 
9
EA
$35.00
$315.00
3
REMOVE EXISTING POST & FOUNDATION (DRIVEWAY #4)
6
EA
$75.00
$450.00
4
REMOVE & REINSTALL SIGN (DRIVEWAY #4)
4
EA
$45.00
$180.00
5
PERFORATED SIGN POST (DRIVEWAY #4)
80
LF
$13.00
$1,040.00
6
PERFORATED SIGN POST FOUNDATION (DRIVEWAY #4) 
7
EA
$135.00
$945.00
7
FLAT SHEET ALUMINUM SIGN PANEL (DRIVEWAY #4) 
29
SF
$25.00
$725.00
Sub-total:
$6,458.00
Fuel Surcharge:
5.000%
$322.90
Total:
$6,780.90
TERMS:
Final billing shall be based on field verification of installed quantities. Void or empty hole billed at unit price.
Additional mobilizations due to delay or unknown conditions shall be provided at $250.00 each.
EXCLUSIONS:
Permits, bonds and  taxes. Engineering, survey and testing. Construction Water.  SWPPP.
Frames, covers, grade rings, debris shields, valve box, lid, debris caps and electronic locators.
Colored concrete, asphalt patch back and crack sealing. Manhole coating or linings.
Traffic control, Pavement marking, striping and reflectors and core drilling.
Pre-vailing wages and certified payroll.
Respectfully Submitted,
                                                                         Accepted By:  _________________________________________      
                                                                                      Date:  _________________________________________
Bryant Shaw
Estimator Special Projects
Bryant Shaw
Prices are good for 30 Days from bid date.
  * ANY AND ALL MRRA JOBS INCREASE UNIT PRICE 10%
All hardware for adjustments to be provided by others. 
Traffic control shall be provided by others.
Night / Weekend work shall be additional.
 22223 N. 16th Street Phoenix, AZ 85024 Office: 623-582-2385 - Fax: 623-581-7454
ROC 193227
2
2
$500.00
$500.00
$6,958.00
$347.90
$7,305.90

This report was automatically generated by Hard Dollar (TM) software 
 
R E Q U E S T   F O R  Q U O T A T I O N 
 
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
 
TO: 
FROM: 
 
Name: 
Estimating 
Name: 
Jose Ojeda 
Company: 
Complete Parking Lots 
Company: 
DCS Contracting, Inc. 
 
1210 E. Gilbert Dr. J-1 
 
11525 E. Germann Rd. 
 
 
 
Chandler, AZ 85286 
 
 
 
 
Phone: 
 
Phone: 
480-732-9238 x123 
Mobile Phone: 
480-695-2894 
Mobile Phone: 
602-653-5444 
Fax: 
 
Fax: 
480-732-9239 
Email: 
ESTIMATING@COMPLETEPARKINGLO
TS.COM 
Email: 
Jose.Ojeda@DCSContracting.com 
 
 
 
Job Information: 
22151 
 
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Owner: 
 
Job Type: 
Public 
Job Location: 
Dobson Rd & Chaparral Way 
City: 
Chandler 
County: 
Maricopa 
State / Province: 
Arizona 
Country: 
United States 
Bid Location: 
 
Bid Date: 
 
Bid Time: 
 
Measurement System: 
English 
 
Request for Quote (RFQ) Information: 
 
Publication Date: 
03/22/2022 10:30:22 AM 
 
Response Deadline Date: 
04/01/2022 12:00:00 AM 
 
Description: 
3370 Signs 
 
RFQ 
Instructions: 
90% Plans & Specs can be downloaded via DCS's FTP Site. DCS website provided below. 
 
https://www.dcscontracting.com/ 
 
Click on "FTP" tab located on the right hand corner of the DCS website, then click on "Browse FTP" tab. 
 
Click on "Bidding Projects" folder. Find and click on folder named "22151 Dobson Rd Intel DW 1&4 CMAR 
90%". 
 
Please let us know if you'll be bidding. If you have any questions, please contact me. Thank you!
 
Buyer's Special Terms & 
Conditions: 
City of Chandler wants to contract with DCS after this 90% Cost Model-GMP. 
 
Please provide a revised Quote based off 90% Plans & Specs. 
Bid per the provided Bid Items and split quanities. Please lets us know if any Bid

This report was automatically generated by Hard Dollar (TM) software 
Items/Quanities are off or missing. 
 
Project will be built in Two Phases.  
Phase 1-  Will consist of Intel Driveway #1 reconstruction, Starting in April 2022 and 
Finishing June 2022.   
Phase 2 - Will consist of Intel Driveway #4 reconstruction, Starting in September 2022 and 
Completing March 2023.
 
Notes: 
None Specified 
 
Note to Seller:

This report was automatically generated by Hard Dollar (TM) software 
R E S P O N S E   T O   R E Q U E S T   F O R  Q U O T A T I O N 
 
Job: 
22151 CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2 
 
SUBMITTED TO: 
SUBMITTED BY: 
 
Name: 
Jose Ojeda 
Name: 
Estimating 
Company: 
DCS Contracting, Inc. 
Company: 
Complete Parking Lots 
 
11525 E. Germann Rd. 
 
1210 E. Gilbert Dr. J-1 
 
Chandler, AZ 85286 
 
 
 
 
 
 
Phone: 
480-732-9238 x123 
Phone: 
 
Mobile Phone: 
602-653-5444 
Mobile Phone: 
480-695-2894 
Fax: 
480-732-9239 
Fax: 
 
Email: 
Jose.Ojeda@DCSContracting.com 
Email: 
ESTIMATING@COMPLETEPARKINGLO
TS.COM 
 
 
 
Items: 
 
Code 
Description 
Quantity 
Unit of 
Measure 
Unit 
Price 
Total 
Price 
Tax 
Rate 
Grand 
Total 
Will 
Split 
[Enter Pay 
ItemI D] 
Signage Mobilization - 
(Driveway #1) 
2.00 
EA 
500.00 
1,000.00 
0% 
1,000.00 
0% 
350.04100 
Remove & Salvage Existing 
Sign - (Driveway #1) 
4.00 
EA 
100.00 
400.00 
0% 
400.00 
0% 
350.04200 
Remove Existing Post & 
Foundation - (Driveway #1) 
2.00 
EA 
150.00 
300.00 
0% 
300.00 
0% 
464.02000 
Perforated Sign Post - 
(Driveway #1) 
46.00 
LF 
20.00 
920.00 
0% 
920.00 
0% 
464.02002 
Perforated Sign Post 
Foundation - (Driveway #1) 
4.00 
EA 
150.00 
600.00 
0% 
600.00 
0% 
465.01002 
Flat Sheet Aluminum Sign 
Panel, High Intensity Grade 
- (Driveway #1) 
35.00 
SF 
27.00 
945.00 
0% 
945.00 
0% 
[Enter Pay 
ItemI D] 
Signage Mobilization - 
(Driveway #4) 
2.00 
EA 
500.00 
1,000.00 
0% 
1,000.00 
0% 
350.04100 
Remove & Salvage Existing 
Sign - (Driveway #4) 
9.00 
EA 
100.00 
900.00 
0% 
900.00 
0% 
350.04200 
Remove Existing Post & 
Foundation - (Driveway #4) 
6.00 
EA 
150.00 
900.00 
0% 
900.00 
0% 
351.46000 
Remove And Reinstall Sign 
- (Driveway #4) 
4.00 
EA 
450.00 
1,800.00 
0% 
1,800.00 
0% 
464.02000 
Perforated Sign Post - 
(Driveway #4) 
80.00 
LF 
20.00 
1,600.00 
0% 
1,600.00 
0% 
464.02002 
Perforated Sign Post 
Foundation - (Driveway #4) 
7.00 
EA 
150.00 
1,050.00 
0% 
1,050.00 
0% 
465.01002 
Flat Sheet Aluminum Sign 
Panel, High Intensity Grade 
- (Driveway #4) 
29.00 
SF 
27.00 
783.00 
0% 
783.00 
0%

This report was automatically generated by Hard Dollar (TM) software 
Notes: 
 
 
 
 
 
Quoted Prices Submitted By:
Billy Coran 
Title:
Estimator 
Date:
4/3/2022 
Time:
10.00AM

Estimate
Date
4/3/2022
Estimate #
9-885
Name / Address
DCS contracting
11535 E. germann rd.
Chandler,az. 85286
Job Name and Location
22151 CM@R  Dobson Driveways 1&4
90% Cost Model GMP2
Chandler, Az.
Complete Parking lots Inc.
PO Box 1062
Mesa, AZ 85211
Total
Coordinator / Office
Kristie P.
(480) 695-2894
THIS BID EXCLUDES POWER WASHING, TRAFFIC CONTROL,
SURVEYING, PERMITS, BARRICADES AND ANY EXTRA  INSURANCE
REQUIREMENTS
This Bid / Estimate must be included as an attachement in the conract with the prime
contractor and shall supersede any conflict in terms in the contract with prime
contractor
Estimate#
estimating@completeparkinglots.com
Description
Qty
Rate
Total
Pay Item 1 D, Signage Mobilization- (Driveway #1)
2
500.00
1,000.00
350.04100, Remove & Salvage Existing Sign-(Driveway #1)
4
100.00
400.00
350.04200, Remove Existing Post & Foundation-(Driveway #1)
2
150.00
300.00
464.02000,Perforated sign post -(Driveway #1)
46
20.00
920.00
464.02002, Perforated sign post Foundation-(Driveway #1)
4
150.00
600.00
465.01002, Flat Sheet Alum. Sign Panel, HIP (Driveway #1)
35
27.00
945.00
Pay Item 1D, Signage Mobilization (Driveway #4)
2
500.00
1,000.00
350.04100, Remove & Salvage Existing Sign- (Driveway #4)
9
100.00
900.00
350.04200, Removal existing Post & Foundation-(Driveway#4)
6
150.00
900.00
351.46000, REMOVE & Reinstall Sign-(Driveway # 4)
4
450.00
1,800.00
464.02000, Perforated sign post-(Drivway #4)
80
20.00
1,600.00
464.02002, Perforated sign post Foundation -(Driveway #4)
7
150.00
1,050.00
465.01002, Flat Sheet Alum. Sign Panel, HIP (Driveway #4)
29
27.00
783.00
$12,198.00

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/4/2022 
8:43:02 AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
3101 Striping
Quote Group:
Reviewed: No
Complete
 (1 of 1)
3101 Striping
3101 Striping
Quote Description:
27,573.14
0.00
Awarded Total:
Quoted Items Total:
27,573.14
30,980.25
Special Conditions:
0.00
0.00
Quoted Total:
27,573.14
30,980.25
Last Update:
4/4/2022 8:28:46 AM
4/4/2022 8:43:02 AM
Comparable Total:
27,573.14
30,980.25
Franklin Striping Inc.
Pavement Marking, LLC
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
11.1.5
Oblit. & Striping 
Mobilization - 
(Driveway #1)
2.00 EA
4,000.00
2,000.00
2,000.00
1,000.00
3101 
Striping
50.1
Remove Paint 
Stripe & Seal - 
(Driveway #1)
8,425.00 LF
5,476.25
0.65
7,582.50
0.90
3101 
Striping
51.1
Remove Painted 
Symbol (Bike Lane 
Marking Set) & 
Seal - (Driveway 
#1)
6.00 EA
660.00
110.00
540.00
90.00
3101 
Striping
52.1
Remove 
Thermoplastic 
Arrow & Seal - 
(Driveway #1)
3.00 EA
330.00
110.00
270.00
90.00
3101 
Striping
53.1
Remove Raised 
Pavement Marker - 
(Driveway #1)
171.00 EA
427.50
2.50
256.50
1.50
3101 
Striping
54.1
4 In White Traffic 
Paint Stripe - 
(Driveway #1)
6,313.00 LF
1,262.60
0.20
2,398.94
0.38
3101 
Striping
55.1
4 In Yellow Traffic 
Paint Stripe - 
(Driveway #1)
1,540.00 LF
462.00
0.30
585.20
0.38
3101 
Striping
56.1
4 In White 
Thermoplastic 
Traffic Stripe - 
(Driveway #1)
3,270.00 LF
2,289.00
0.70
2,092.80
0.64
3101 
Striping
57.1
Thermoplastic/Pref
ormed Symbol 
(Left Turn Arrow) - 
(Driveway #1)
1.00 EA
225.00
225.00
105.00
105.00
3101 
Striping
58.1
Thermoplastic/Pref
ormed Symbol 
(Right Turn Arrow) 
- (Driveway #1)
5.00 EA
1,125.00
225.00
525.00
105.00
3101 
Striping
59.1
Thermoplastic/Pref
ormed Symbol 
(Bike Lane Marking 
Set) - (Driveway 
#1)
6.00 EA
1,200.00
200.00
330.00
55.00
3101 
Striping
60.1
Paint Median Nose 
- (Driveway #1)
3.00 EA
285.00
95.00
225.00
75.00
3101 
Striping
61.1
Reflectorized 
Raised Pavement 
Marker (Type D, 
Yellow, 2-Way) - 
(Driveway #1)
54.00 EA
162.00
3.00
156.60
2.90
3101 
Striping
62.1
Reflectorized 
Raised Pavement 
Marker (Type G, 
178.00 EA
534.00
3.00
516.20
2.90
3101 
Striping
1 of 2
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:55 AM

Clear, 1-Way) - 
(Driveway #1)
97.1.5
Oblit. & Striping 
Mobilization - 
(Driveway #4)
2.00 EA
4,000.00
2,000.00
2,000.00
1,000.00
3101 
Striping
127.1
Remove Paint 
Stripe - (Driveway 
#4)
2,408.00 LF
1,565.20
0.65
2,167.20
0.90
3101 
Striping
128.1
Remove Painted 
Symbol (Bike Lane 
Marking Set) - 
(Driveway #1)
1.00 EA
110.00
110.00
90.00
90.00
3101 
Striping
129.1
Remove Raised 
Pavement Marker - 
(Driveway #4)
67.00 EA
167.50
2.50
100.50
1.50
3101 
Striping
130.1
4 In White Traffic 
Paint Stripe - 
(Driveway #4)
2,959.00 LF
591.80
0.20
1,124.42
0.38
3101 
Striping
131.1
4 In Yellow Traffic 
Paint Stripe - 
(Driveway #4)
600.00 LF
180.00
0.30
228.00
0.38
3101 
Striping
132.1
4 In White 
Thermoplastic 
Traffic Stripe - 
(Driveway #4)
3,992.00 LF
2,794.40
0.70
2,554.88
0.64
3101 
Striping
133.1
Thermoplastic/Pref
ormed Symbol 
(Lane Reduction 
Arrow) - (Driveway 
#4)
3.00 EA
1,350.00
450.00
840.00
280.00
3101 
Striping
134.1
Thermoplastic/Pref
ormed Symbol 
(Left Turn Arrow) - 
(Driveway #4)
2.00 EA
450.00
225.00
210.00
105.00
3101 
Striping
135.1
Thermoplastic/Pref
ormed Symbol 
(Right Turn Arrow) 
- (Driveway #4)
3.00 EA
675.00
225.00
315.00
105.00
3101 
Striping
136.1
Thermoplastic/Pref
ormed Symbol 
(Bike Lane Marking 
Set) - (Driveway 
#4)
2.00 EA
400.00
200.00
110.00
55.00
3101 
Striping
137.1
Reflectorized 
Raised Pavement 
Marker (Type D, 
Yellow, 2-Way) - 
(Driveway #4)
26.00 EA
78.00
3.00
75.40
2.90
3101 
Striping
138.1
Reflectorized 
Raised Pavement 
Marker (Type G, 
Clear, 1-Way) - 
(Driveway #4)
60.00 EA
180.00
3.00
174.00
2.90
3101 
Striping
2 of 2
Copyright ©019 InEight Inc. All Rights Reserved.
4/12/2022 7:55 AM

Franklin Striping, Inc.
2832 S. 45th Street
Phoenix, AZ 85040
Phone: (480) 898-1180
Fax: (480) 668-9688
QUOTE NO:
065721
ATTENTION:
ESTIMATING DEPARTMENT
PROJECT:
DOBSON ROAD IMPROVEMENTS
PROJECT #
ST2009.201
DATE:
6/28/2021
 
LOCATION
DOBSON RD & CHAPARRAL WAY
CHANDLER, AZ
ITEM NO.
SCOPE OF WORK
QUANTITY
UNIT
UNIT PRICE
TOTAL COST
DRIVEWAY #1
42
REMOVE PAINT STRIPE (W/ PMM SEALANT)
8425
LF
$0.90
$7,582.50
43
REMOVE PAINTED SYMBOL (BIKE LANE MARKING SET) (W/ PMM SEALANT)
6
EA
$90.00
$540.00
44
REMOVE THERMOPLASTIC ARROW (W/ PMM SEALANT)
3
EA
$90.00
$270.00
45
REMOVE RAISED PAVEMENT MARKER
171
EA
$1.50
$256.50
46
4" WHITE TRAFFIC PAINT STRIPE
6313
LF
$0.38
$2,398.94
47
4" YELLOW TRAFFIC PAINT STRIPE
1540
LF
$0.38
$585.20
48
PAINT MEDIAN NOSE
3
EA
$75.00
$225.00
49
4" WHITE THERMOPLASTIC TRAFFIC STRIPE
3270
LF
$0.64
$2,092.80
51
THERMOPLASTIC SYMBOL (LEFT TURN ARROW)
1
EA
$105.00
$105.00
52
THERMOPLASTIC SYMBOL (RIGHT TURN ARROW)
5
EA
$105.00
$525.00
53
PAINT SYMBOL (BIKE LANE MARKING SET)
6
EA
$55.00
$330.00
54
REFLECTORIZED RAISED PAVEMENT MARKER (TYPE D, YELLOW, 2-WAY)
54
EA
$2.90
$156.60
55
REFLECTORIZED RAISED PAVEMENT MARKER (TYPE G, CLEAR, 1-WAY)
178
EA
$2.90
$516.20
DRIVEWAY #4
42
REMOVE PAINT STRIPE (W/ PMM SEALANT)
2408
LF
$0.90
$2,167.20
43
REMOVE PAINTED SYMBOL (BIKE LANE MARKING SET) (W/ PMM SEALANT)
1
EA
$90.00
$90.00
45
REMOVE RAISED PAVEMENT MARKER
67
EA
$1.50
$100.50
46
4" WHITE TRAFFIC PAINT STRIPE
2959
LF
$0.38
$1,124.42
47
4" YELLOW TRAFFIC PAINT STRIPE
600
LF
$0.38
$228.00
49
4" WHITE THERMOPLASTIC TRAFFIC STRIPE
3992
LF
$0.64
$2,554.88
50
THERMOPLASTIC SYMBOL (LANE REDUCTION ARROW)
3
EA
$280.00
$840.00
51
THERMOPLASTIC SYMBOL (LEFT TURN ARROW)
2
EA
$105.00
$210.00
52
THERMOPLASTIC SYMBOL (RIGHT TURN ARROW)
3
EA
$105.00
$315.00
53
PAINT SYMBOL (BIKE LANE MARKING SET)
2
EA
$55.00
$110.00
54
REFLECTORIZED RAISED PAVEMENT MARKER (TYPE D, YELLOW, 2-WAY)
26
EA
$2.90
$75.40
55
REFLECTORIZED RAISED PAVEMENT MARKER (TYPE G, CLEAR, 1-WAY)
60
EA
$2.90
$174.00
4
MOBILIZATION/DEMOBILIZATION
4
EA
$1,000.00
$4,000.00
TOTAL
BID PRICE:
$27,573.14
*** ADDITIONAL MOBILIZATIONS WILL BE CHARGED AT $1000.00 EACH.
To schedule projects, email us at: scheduling@franklinstriping.com
DISCLAIMER:
Quantities shown above are an estimate only, actual field quantities installed will be used for billing purpose. 
Excludes: Police Officer, Traffic control, barricades, signage, bonds, sales tax, permits, survey, sweeping, as builts, 
water supply, dump site, shadow truck, diamond grinding, slurry seal for obliteration
scarring & removal of chip seal markers.
Additional Mobilization Charges May Be Applied From Circumstances Beyond Our Control Which
Would Prohibit The Above Mentioned Work From Being Completed As Scheduled.
( i.e. UNMOVED VEHICLES, TRAILER, SPRINKLERS, OR EXCESSIVELY DIRTY AREAS ETC.)
**FSI REQUIRES 15 DAYS NOTICE PRIOR TO ANY PAVEMENT MARKING NEEDED** 
** Contractor is to provide Striping Survey. Reference ADOT Standard Specifications 2008 Edition
** Sec.-925-3.01, paragraph 7 & 8. Contractor to supply Survey Control points to be set every 50ft.
REVISED 4/1/22

All material is guaranteed to be as specified and preformed in accordance with the drawings and specifications
submitted for the above mentioned work and completed in a substantial workmanlike manner. Payment terms to 
be NET 30. This proposal is valid for 60 days. Licensed and Bonded.
Lic No. 115703 & 238964
    SINCERELY,
    PHIL KOWALCZYK
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to  
do the work as specified. Payment will be made as outlined above.
By:                                                     
PO#:

To:
Contact:
DCS CONTRACTING INC
Jose Ojeda
CM@R Dobson Rd: Intel Driveways 1 & 4
Project Name:
Bid Number:
220610
Fax:
CHANDLER, AZ  85286
Address:
11525 E. GERMANN ROAD
Phone:
(480) 732-9238
Project Location:
22151
Bid Date:
4/1/2022
Total Price
Unit Price
Unit
Item Description
Item #
Estimated Quantity
$4,000.00
$2,000.00
2.00
DR#1
LS
MOBILIZATION
$4,000.00
$2,000.00
2.00
DR#4
LS
MOBILIZATION
$5,476.25
$0.65
8,425.00
460.01000
LF
Remove Paint Stripe
$1,565.20
$0.65
2,408.00
460.01000
LF
Remove Paint Stripe
$660.00
$110.00
6.00
460.01110
EACH
Remove Painted Symbol ( Bike Lane Marking Set)
$110.00
$110.00
1.00
460.01110
EACH
Remove Painted Symbol ( Bike Lane Marking Set)
$330.00
$110.00
3.00
460.02102
EACH
Remove Thermoplastic Arrow
$427.50
$2.50
171.00
460.03000
EACH
Remove Pavement Marker
$167.50
$2.50
67.00
460.03000
EACH
Remove Pavement Marker
$1,262.60
$0.20
6,313.00
461.01100
LF
4" White Traffic Paint Stripe
$591.80
$0.20
2,959.00
461.01100
LF
4" White Traffic Paint Stripe
$462.00
$0.30
1,540.00
461.01200
LF
4" Yellow Traffic Paint Stripe
$180.00
$0.30
600.00
461.01200
LF
4" Yellow Traffic Paint Stripe
$285.00
$95.00
3.00
461.01610
EACH
Painted Median Nose
$2,289.00
$0.70
3,270.00
462.01100
LF
4" White Thermoplastic Traffic Stripe
$2,794.40
$0.70
3,992.00
462.01100
LF
4" White Thermoplastic Traffic Stripe
$1,350.00
$450.00
3.00
462.01507
EACH
Thermoplastic/Preformed Symbol (Lane Reduction Arrow)
$225.00
$225.00
1.00
462.01508
EACH
Thermoplastic/Preformed Symbol (left Turn Arrow)
$450.00
$225.00
2.00
462.01508
EACH
Thermoplastic/Preformed Symbol (left Turn Arrow)
$1,125.00
$225.00
5.00
462.01509
EACH
Thermoplastic/ Preformed Symbol (Right Turn Arrow)
$675.00
$225.00
3.00
462.01509
EACH
Thermoplastic/ Preformed Symbol (Right Turn Arrow)
$1,200.00
$200.00
6.00
462.01520
EACH
Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
$400.00
$200.00
2.00
462.01520
EACH
Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
$162.00
$3.00
54.00
463.01100
EACH
Reflectorized Raised Pavement Marker (Type D)
$78.00
$3.00
26.00
463.01100
EACH
Reflectorized Raised Pavement Marker (Type D)
$534.00
$3.00
178.00
463.01200
EACH
Reflectorized Raised Pavement Marker (Type G)
$180.00
$3.00
60.00
463.01200
EACH
Reflectorized Raised Pavement Marker (Type G)
$30,980.25
Total Bid Price:
Notes:
• Our Quotation Excludes the Following: Survey, Sweeping, Seal Coat for Stripe Obliteration, Traffic Control, Sales Tax, Permits, Bond, As-Built
Drawings, Removal/ Disposal of Lead or Abestos Based Striping.  Contractor to supply water and debris dump location on jobsite.
• Striping survey is required per ADOT Specification 925-3.  Payment Terms Net 30 Days/ A minimum of 14 days notice required prior to starting
work.
• 1 Obliteration, 1 Paint and 1 Final markings mobilization included.  Any Additional mobilizations will be billed at unit rate above.
• Bond Rate: $15.00/ $1000.00 (Minimum $100.00)
• Pavement Marking License Number: 280635
Page 1 of 2
3/31/2022 6:21:56 PM

ACCEPTED:
The above prices, specifications and conditions are satisfactory
and hereby accepted.
Buyer:
Signature:
Date of Acceptance:
CONFIRMED:
PMI AZ
Authorized Signature:
Estimator:
Frank Church
602-717-5388   frank.church@pmiaz.com
Page 2 of 2
3/31/2022 6:21:56 PM

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/12/2022 
3:07:33 PM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
8422 Surveying
Quote Group:
Reviewed: No
Complete
 (1 of 1)
8422 Surveying
Quote Description:
72,069.00
Awarded Total:
Quoted Items Total:
72,069.00
Special Conditions:
0.00
Quoted Total:
72,069.00
Last Update:
4/12/2022 3:07:33 PM
Comparable Total:
72,069.00
Engineering Alliance, Inc.
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
12.1
Construction 
Surveying And 
Layout - (Driveway 
#1)
1.00 LS
38,133.00
38,133.00
8422 
Surveying
12.2
Restaking 
Allowance - 
(Driveway #1)
1.00 AL
3,000.00
3,000.00
8422 
Surveying
97.1
Construction 
Surveying And 
Layout - (Driveway 
#4)
1.00 LS
27,936.00
27,936.00
8422 
Surveying
97.2
Restaking 
Allowance - 
(Driveway #4)
1.00 AL
3,000.00
3,000.00
8422 
Surveying
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:50 AM

P a g e  | 1 
 
 
 
(480) 365-9930 
 
info@eaincglobal.com 
 
www.eaincglobal.com 
 
1423 S. Higley Road, Suite 121, Mesa, Arizona 85206 
 
 
 
April 11, 2022 
2022-M-041  
 
 
DCS Contracting, Inc 
Attn: Mr. Jose Ojeda 
Estimator 
11525 E. Germann Road 
Chandler, Arizona 85286 
 
Re:  
Cost Proposal for Construction Staking Services 
Dobson Road and Chaparral Way – Intel Driveways 1 & 4, Chandler, Arizona, Project No. 22151  
 
 
Dear Mr. Ojeda: 
 
Engineering Alliance, Inc. (“EA”) is very pleased to submit this budgetary cost proposal to provide professional 
surveying services to you.  EA has local experience, qualifications, staff, and facilities necessary to provide the 
professional services listed in this cost proposal. 
 
Scope of Work: Driveway # 1 
 
Survey Control: 
 
• 
Calibrate/locate existing survey monuments both horizontally and vertically to produce a site control sheet. 
This proposal does not include performing a certified boundary survey or restoring missing or obliterated 
property corners. 
• 
Verify published benchmark(s) governing the project and establish temporary benchmarks on site, as 
needed. 
• 
Check/verify match points 
• 
Set new controls, as needed. 
 
Office Support: 
 
• 
Provide point sheets, plans, and calculations necessary for field crew to perform layout and as-builts. 
• 
Check field data to ensure quality of work. 
 
Removals: 
 
• 
Mark removals, right-of-way or T.C.E. limits and project stationing at 100’ intervals.

P a g e  | 2 
 
 
 
 
• 
Mark any concrete or pavement removals with white paint. 
 
Rough Grade: 
 
• 
Provide rough grade 2’ offsets stakes to back of curb, edge of pavement and Centerline at 50’ intervals with 
cut/fill grade to top of curb or finished grade. 
 
Storm Drain: 
 
• 
Stake pipe alignment with a single offset at 50’ intervals and grade to invert.  
• 
Stake manholes, catch basins, and end of pipe with double offset graded to finished grade. 
 
Traffic Signals/Electrical: 
 
• 
Stake traffic pull boxes with double offsets and grade to finish grade. 
 
Concrete: 
 
• 
Stake alignment of curb and driveways at 25’-35’ intervals with grades including all grade breaks, PC’s, PT’s 
and flow lines for valley gutters. 
 
Subgrade bluetops: 
 
• 
Stake subgrade bluetops for paving at 25’ intervals for edge line, crown and ¼ line. If grade exceeds 0.30’ 
from design, cut/fill will be marked in place of bluetop.  
 
ABC Bluetops: 
 
• 
Stake ABC bluetops for paving at 25’ intervals for edge line, crown and ¼ line. If grade exceeds 0.30’ from 
design, cut/fill will be marked in place of bluetop.  
 
Signage/Stripping: 
 
• 
Provide stake for new embedded post traffic signs with a single offset. 
• 
Stake layout for new stripping locations. Stake final pavement markings at 50’ intervals, stops and starts 
with a single white paint dot.

P a g e  | 3 
 
 
 
 
Utility Adjustments: 
 
• 
Topo existing and new utilities to be raised following construction. 
• 
Mark utility adjustments with a white paint mark. 
 
As-Builts: 
 
• 
Provide Civil As-Built data per City of Chandler requirements onto approved construction plans. 
• 
GIS submittal to be made for the storm drain improvements only. 
• 
As-Built Landscape plans. 
• 
As-Built all sawcut and match points at 25’ intervals to verify vertical and ensure cross slope is within 
tolerance. 
• 
Provide survey data in CADD & PDF exhibits with calculations comparing existing pavement to proposed 
Curb. 
• 
As-Built Proposed curb following install at 25’ intervals to compare cross slope to existing pavement match 
points. 
• 
As-Built pavement base course on a 25’ grid and provide finish surface course grades at 25’ intervals. 
• 
Provide survey data in CADD & PDF exhibits of base course elevations and all fill calculations. 
 
Meetings: 
 
• 
Attend miscellaneous meetings for construction. Estimate 1 person to attend, approximately four meetings 
each 1 hour long. 
 
Re Staking: 
 
• 
Include an allowance of $3,000 as needed. This work needs to be approved by DCS prior to completion of 
work. 
 
Scope of Work: Driveway # 4 
 
Survey Control: 
 
• 
Calibrate/Locate existing survey monuments both Horizontally and vertically to produce a site control 
sheet. This proposal does not include performing a certified boundary survey or restoring missing or 
obliterated property corners. 
• 
Verify published benchmark(s) governing the project and establish temporary benchmarks on site, as 
needed.

P a g e  | 4 
 
 
 
 
• 
Check/verify match points 
• 
Set new controls, as needed. 
 
Office Support: 
 
• 
Provide point sheets, plans and calculations necessary for field crew to perform layout and as-builts. 
• 
Check field data to ensure quality of work. 
 
Removals: 
 
• 
Mark removals, Mark Right of Way or T.C.E. limits and project stationing at 100’ intervals.  
• 
Mark any concrete or pavement removals with white paint. 
 
Rough Grade: 
 
• 
Provide rough grade 2’ offsets stakes to back of curb, edge of pavement and Centerline at 50’ intervals with 
cut/fill grade to top of curb or finished grade. 
 
Light Poles: 
 
• 
Stake centerline of light pole with double offset and finish grade.  
 
Traffic Signals/Electrical: 
 
• 
Stake traffic pull boxes with double offsets and grade to finish grade.  
 
Concrete: 
 
• 
Stake alignment of curb and driveways at 25’-35’ intervals with grades including all grade breaks, PC’s, PT’s 
and flow lines for valley gutters. 
 
Subgrade bluetops: 
 
• 
Stake subgrade bluetops for paving at 25’ intervals for edge line, crown and ¼ line. If grade exceeds 0.30’ 
from design, cut/fill will be marked in place of bluetop.

P a g e  | 5 
 
 
 
 
ABC Bluetops: 
 
• 
Stake ABC bluetops for paving at 25’ intervals for edge line, crown and ¼ line. If grade exceeds 0.30’ from 
design, cut/fill will be marked in place of bluetop.  
 
Signage/Stripping: 
 
• 
Provide stake for new embedded post traffic signs with a single offset. 
• 
Stake layout for new stripping locations. Stake final pavement markings at 50’ intervals, stops and starts 
with a single white paint dot. 
 
Utility Adjustments: 
 
• 
Topo existing and new utilities to be raised following construction. 
• 
Mark utility adjustments with a white paint mark. 
 
As-Builts: 
 
• 
Provide Civil As-Built data per City of Chandler requirements onto approved construction plans. 
• 
As-Built Landscape plans. 
• 
As-Built all sawcut and match points at 25’ intervals to verify vertical and ensure cross slope is within 
tolerance. 
• 
Provide survey data in CADD & PDF exhibits with calculations comparing existing pavement to proposed 
Curb. 
• 
As-Built Proposed curb following install at 25’ intervals to compare cross slope to existing pavement match 
points. 
• 
As-Built pavement base course on a 25’ grid and provide finish surface course grades at 25’ intervals. 
• 
Provide survey data in CADD & PDF exhibits of base course elevations and all fill calculations. 
 
Meetings: 
 
• 
Attend Miscellaneous meetings for construction. Estimate 1 person to attend, approx. four meetings each 
1 hour long. 
 
Re Staking: 
 
• 
Include an allowance of $ 3,000 as needed. This work needs to be approved by DCS prior to completion of 
work.

P a g e  | 6 
 
 
 
 
Exclusions 
 
• 
Staking buildings 
• 
Providing or constructing monuments 
• 
Surveying and staking services for irrigation lines and landscaping facilities  
• 
Staking services for on-site communication lines and secondary electrical lines  
• 
Calculations, survey data, certified documents, maps, plats, exhibit drawings, as-built plans etc. for any 
other sub-contractors, agencies, or utility companies 
• 
Any items not specifically listed in the scope of services listed hereon. Any requests for additional services 
be treated as extras and will be billed in accordance with the fee schedule then in effect. 
 
Schedule: 
 
EA requests to be notified 72 hours in advance for any staking needs.  Based on the above Scope of Work, we assume 
50 scheduled trips for our field crew to complete this project. Should additional trips be required due to Scope 
change.  EA will charge a standard Field Crew rate of $ 130.00/per Hour. 
 
Cost Estimate 
Our professional fees for the above-described services Sixty-Seven Thousand Six Hundred and Four Dollars 
($67,604) will be billed on a monthly lump Sum Basis.  Any work not authorized within 3 months of the date of this 
agreement will be subject to renegotiations based on current rates. 
 
Name of Road 
Sub Total (in USD) 
Driveway # 1 
$41,133 
Driveway # 4 
$30,936 
Total: 
$72,069 
 
Assumptions: 
 
• 
A current and complete set of construction plans (paper) will be provided. 
• 
A copy of the plans in AutoCAD format will also be provided for our use if available. 
• 
All fees to government agencies will be paid by the client. 
• 
EA does not warrant the perpetual establishment of points established in the field, in the event that points 
set by EA are destroyed, vandalized, or disturbed, the re-establishment of the points shall be completed 
according to EA’s hourly rate and reimbursable expense schedule. 
• 
The survey crew will have legal access to the site.

P a g e  | 7 
•
No construction staking will be performed under this proposal except that listed under the scope of work.
•
Elevation benchmark is located on the site.
If our proposal is acceptable, please email a signed copy to our office with the advance deposit. 
AGREED BY: ENGINEERING ALLIANCE, INC. [CONSULTANT] 
Mr. Thomas Lavalette, R.L.S. 
 
 
4/11/2022 
Name 
Date 
Survey Manager 
Engineering Alliance, Inc 
Title 
Company 
AGREED BY: DCS Contracting, LLC. [CLIENT] 
Name 
Date 
Title 
Company

1
Jose Ojeda
From:
josh d2surveying.com <josh@d2surveying.com>
Sent:
Tuesday, April 05, 2022 3:41 PM
To:
Jose Ojeda
Cc:
jeremy d2surveying.com
Subject:
[!!!] - Re: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 
90% Cost Model GMP2
Jose, 
 
thanks for reaching out and giving us the opportunity however with our work load right now we would not be 
able to provide a number or take on a project of this size and be able to give DCS the attention we try to 
provide. 
 
  
Thanks!   
Please let me know if you have any questions.  
  
Joshua J. Dalmacio  
R.L.S. / Owner  
480.760.5790 (cell)  
Josh@d2Surveying.com  
 
 
From: Jose Ojeda <Jose.Ojeda@DCSContracting.com> 
Sent: Tuesday, April 5, 2022 9:07 AM 
To: josh d2surveying.com <josh@d2surveying.com> 
Cc: jeremy d2surveying.com <jeremy@d2surveying.com> 
Subject: FW: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model 
GMP2  
  
Hi Josh, 
  
Please see attached request for quote on this CMAR job. Do you guys think you could provide DCS a number on this 
one? 
  
Thank you, 
  
Jose Ojeda 
Estimator

1
Jose Ojeda
From:
Brandyn Jones <bjones@azbenchmark.com>
Sent:
Monday, April 11, 2022 9:24 AM
To:
Jose Ojeda
Subject:
[!!!] - RE: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 
90% Cost Model GMP2
Jose,  
 
Sorry for not responding sooner, we’re holding off on bidding anything new at the moment. We have a lot going on and 
a lot out to bid right now, so we’ll be passing on this one. Thanks for the follow up.  
 
 
Brandyn Jones, RLS 
Mobile 480‐313‐6788 
Email bjones@azbenchmark.com  
  
Benchmark Surveying & Consulting 
375 E. Elliot Rd., Suite 14 
Chandler, AZ 85225 
 
 
  
         CLIENT FOCUSED • CULTURE DRIVEN 
 
*Please see new address above to update your records* 
 
 
From: Jose Ojeda <Jose.Ojeda@DCSContracting.com>  
Sent: Monday, April 11, 2022 7:51 AM 
To: Brandyn Jones <bjones@azbenchmark.com> 
Subject: FW: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model 
GMP2 
 
Good morning Brandyn, 
 
I wanted to follow up on this request. Will you be providing a Bid on this one for us? 
 
Thank you, 
 
Jose Ojeda 
Estimator 
 
11535 E Germann Rd 
Chandler, AZ 85286 
O.  480‐732‐9238 x123 
C.  602‐653‐5444 
F.  480‐732‐9239 
Jose.Ojeda@DCSContracting.com 
 
THIS COMMUNICATION, INCLUDING ANY ATTACHMENTS, MAY CONTAIN CONFIDENTIAL 
AND/OR PROPRIETARY INFORMATION (AND, IN SOME CASES, INFORMATION PROTECTED BY EITHER OR BOTH DOCTRINES OF ATTORNEY‐CLIENT PRIVILEGE AND ATTORNEY WORK‐PRODUCT), AND IS INTENDED ONLY FOR 
THE INDIVIDUAL(S) OR ENTITY OR ENTITIES TO WHOM THE COMMUNICATION IS ADDRESSED.  ANY REVIEW, DISSEMINATION, OR COPYING OF THIS COMMUNICATION BY ANYONE OTHER THAN THE INTENDED RECIPIENT(S) 
IS STRICTLY PROHIBITED.  IF YOU ARE NOT AN INTENDED RECIPIENT, PLEASE CONTACT THE SENDER BY REPLY E‐MAIL, AND DELETE AND DESTROY ALL COPIES OF THE ORIGINAL MESSAGE.

1
Jose Ojeda
From:
Brandon Gallimore <brandon@metroaz.net>
Sent:
Thursday, March 31, 2022 9:38 AM
To:
Jose Ojeda
Subject:
[!!!] - RE: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 
90% Cost Model GMP2
Are you guys just looking for a budget #? This job isn’t something that fits for us with what we’ve got coming this year. 
 
Thanks,  
 
Brandon Gallimore  
Metro Engineering and Survey, LLC.  
Member/Owner 
 
/ 
 
Brandon@metroaz.net  | Cell:  623-707-7067 
7777 North 70th Avenue | Glendale, AZ 85303 
Office:  623-466-6640 | Fax:  623-879-0611 
CONFIDENTIALITY NOTICE: This email message and any accompanying data are confidential and intended only for the individual(s) to which it is addressed.  This electronic 
message should not be forwarded or copied in any form without the sender's written permission.  If you are not the intended recipient(s), you are hereby notified that the 
dissemination, distribution, and or copying of this message is strictly prohibited.  If you receive this message in error, or are not the named recipient(s), please notify the sender at 
the email address above, delete this email from your computer, and destroy any copies in any form immediately. 
 
From: Jose Ojeda <Jose.Ojeda@DCSContracting.com>  
Sent: Thursday, March 31, 2022 8:24 AM 
To: Brandon Gallimore <brandon@metroaz.net> 
Subject: RE: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model 
GMP2 
 
Good Morning Brandon, 
 
Could we trouble you for a proposal on this CMAR? We are asking for quotes based on 90% Plans & Specs. The city 
wants to contract with DCS after this 90% cost model‐GMP. Please let me know if your firm can provide us a quote or a 
budget number for this project. The project will be built in two separate phases, Intel Driveway #1 improvements starts 
April 2022 and ends August 2022, Intel Driveway #4 starts September 2022 and will be completed by March 2023. Give 
me a call if you have any questions. Thank you! 
 
Respectfully, 
 
Jose Ojeda 
Estimator 
 
11535 E Germann Rd 
Chandler, AZ 85286 
O.  480‐732‐9238 x123 
C.  602‐653‐5444

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Cost Items
4/13/2022 
10:04:19 
AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
8682 Traffic Control
Quote Group:
Reviewed: No
Complete
 (1 of 1)
8682 Traffic Control
Quote Description:
198,348.31
Awarded Total:
Quoted Items Total:
198,348.31
Special Conditions:
0.00
Quoted Total:
198,348.31
Last Update:
4/13/2022 10:04:19 AM
Comparable Total:
198,348.31
National Barricade 
Company
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
8.2
Traffic Control 
(Phase 1, 
Sequence A)
75.00 DA
43,982.08
586.43
8682 
Traffic 
Control
8.3
Traffic Control 
(Phase 1, 
Sequence B)
90.00 DA
52,739.92
586.00
8682 
Traffic 
Control
8.4
Traffic Control 
(Phase 1, Final 
Surface 
Pavement/Flips)
5.00 DA
4,947.62
989.52
8682 
Traffic 
Control
9.1
2 EA - Pre-Warning 
Variable Message 
Boards (Phase 1)
90.00 DA
4,291.56
47.68
8682 
Traffic 
Control
10.1
Shadow Truck 
(Phase 1)
40.00 HR
2,402.40
60.06
8682 
Traffic 
Control
93.2
Traffic Control 
(Phase 2, 
Sequence A)
120.00 DA
59,706.39
497.55
8682 
Traffic 
Control
93.3
Traffic Control 
(Phase 2, 
Sequence B)
40.00 DA
22,273.98
556.85
8682 
Traffic 
Control
94.1
2 EA - Pre-Warning 
Variable Message 
Boards (Phase 2)
120.00 DA
5,601.96
46.68
8682 
Traffic 
Control
95.1
Shadow Truck 
(Phase 2)
40.00 HR
2,402.40
60.06
8682 
Traffic 
Control
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 10:08 AM

Days
Unit Cost
Total
Unit Cost
Total
Driveway #1 Build Sequence A Daily Barricade Rate
75
‐
$                     
NO BID
586.43
$              
43,982.08
$        
Driveway #1 Build Sequence B Daily Barricade Rate
90
‐
$                     
NO BID
586.00
$              
52,739.92
$        
Driveway #1 Final Surface Paving Midblock Flips
5
‐
$                     
NO BID
989.52
$              
4,947.62
$          
NO BID
101,669.62
$      
Days
Unit Cost
Total
Unit Cost
Total
Driveway #4 Build Sequence A Daily Barricade Rate
120
‐
$                     
NO BID
497.55
$              
59,706.39
$        
Driveway #4 Build Sequence B Daily Barricade Rate
40
‐
$                     
NO BID
556.85
$              
22,273.98
$        
NO BID
81,980.37
$        
Driveway #1, 2 EA Pre‐Warning VMB
90
‐
$                     
NO BID
47.68
$                
4,291.56
$          
NO BID
4,291.56
$           
Driveway #4, 2 EA Pre‐Warning VMB
120
‐
$                     
NO BID
46.68
$                
5,601.96
$          
NO BID
5,601.96
$           
Hours
Driveway #1, Shadow Truck
40
‐
$                     
NO BID
60.06
$                
2,402.40
$          
NO BID
2,402.40
$           
Driveway #4, Shadow Truck
40
‐
$                     
NO BID
60.06
$                
2,402.40
$          
NO BID
2,402.40
$           
Traffic Control Total
NO BID
198,348.31
$                                       
Traffic Control Subcontractor Quote Comparison
Metro Traffic Control
National Barricade Company
Metro Traffic Control
National Barricade Company

Phase 1 Sequence A, Barricade Rental Cost
Phase 2 Sequence A, Barricade Rental Cost
Unit Cost UM QTY
Unit Cost UM QTY
Barricade Rental Edge Line (Both NB &SB Inside Median Lanes Closure)
300.00
$   
DA
75
24,570.00
$  
w/ 9.2% Tax
Barricade Rental Edge Line(NB &SB Outside Lane Closure)/Channel(DW#4 
Halves)
210.00
$   
DA 120
27,518.40
$  
w/ 9.2% Tax
Labor to Setup
440.00
$   
EA
1
467.72
$       
w/ 6.3% Tax
Labor to Setup
275.00
$   
EA
3
876.98
$       
w/ 6.3% Tax
Labor to Takedown
440.00
$   
EA
1
467.72
$       
w/ 6.3% Tax
Labor to Takedown
275.00
$   
EA
3
876.98
$       
w/ 6.3% Tax
Daily Maintenance (All Day)
220.00
$   
EA
75
18,018.00
$  
w/ 9.2% Tax
Daily Maintenance (All Day)
220.00
$   
EA 120
28,828.80
$  
w/ 9.2% Tax
Certified Flagger w/ Truck (HR)
55.00
$     
HR
4
240.24
$       
w/ 9.2% Tax
Certified Flagger w/ Truck (HR)
55.00
$     
HR
24
1,441.44
$    
w/ 9.2% Tax
Initial Fees ‐ Bags, Flags, & Plans
200.00
$   
EA
1
218.40
$       
w/ 9.2% Tax
Initial Fees ‐ Bags, Flags, & Plans
150.00
$   
EA
1
163.80
$       
w/ 9.2% Tax
43,982.08
$  
Total
59,706.39
$  
Total
586.43
$       
Daily Rate
497.55
$       
Daily Rate
Phase 1 Sequence B, Barricade Rental Cost
Phase 2 Sequence B, Barricade Rental Cost
Unit Cost UM QTY
Unit Cost UM QTY
Barricade Rental Edge Line(SB Outside Lane Closure)/Channel(DW#1 
Halves )
300.00
$   
DA
90
29,484.00
$  
w/ 9.2% Tax
Barricade Rental Edge Line(NB Outside Lane Closure)/Channel(Chaparral 
Way Halves)
205.00
$   
DA
40
8,954.40
$    
w/ 9.2% Tax
Labor to Setup
440.00
$   
EA
1
467.72
$       
w/ 6.3% Tax
Labor to Setup
330.00
$   
EA
3
1,052.37
$    
w/ 6.3% Tax
Labor to Takedown
440.00
$   
EA
1
467.72
$       
w/ 6.3% Tax
Labor to Takedown
330.00
$   
EA
3
1,052.37
$    
w/ 6.3% Tax
Daily Maintenance (All Day)
220.00
$   
EA
90
21,621.60
$  
w/ 9.2% Tax
Daily Maintenance (All Day)
220.00
$   
EA
40
9,609.60
$    
w/ 9.2% Tax
Certified Flagger w/ Truck (HR)
55.00
$     
HR
8
480.48
$       
w/ 9.2% Tax
Certified Flagger w/ Truck (HR)
55.00
$     
HR
24
1,441.44
$    
w/ 9.2% Tax
Initial Fees ‐ Bags, Flags, & Plans
200.00
$   
EA
1
218.40
$       
w/ 9.2% Tax
Initial Fees ‐ Bags, Flags, & Plans
150.00
$   
EA
1
163.80
$       
w/ 9.2% Tax
52,739.92
$  
Total
22,273.98
$  
Total
586.00
$       
Daily Rate
556.85
$       
Daily Rate
Phase 1 Final Pavement Surface Midblock Flips, Barricade Rental Cost
Miscellaneous Items
Unit Cost UM QTY
VMS Boards ‐ 2 EA
40.00
$     
DA 120
5,241.60
$    
w/ 9.2% Tax
Barricade Rental Channel & Labor (Paving Lane Closure)
300.00
$   
DA
5
1,638.00
$    
w/ 9.2% Tax
2 EA VMS Boards ‐ Delivery/Takedown
165.00
$   
EA
2
360.36
$       
w/ 9.2% Tax
Labor to Setup
550.00
$   
EA
1
584.65
$       
w/ 6.3% Tax
5,601.96
$    
Total
Labor to Takedown
550.00
$   
EA
1
584.65
$       
w/ 6.3% Tax
Daily Maintenance (All Day)
220.00
$   
DA
5
1,201.20
$    
w/ 9.2% Tax
46.68
$         
Daily Rate
Certified Flagger w/ Truck (HR)
55.00
$     
HR
12
720.72
$       
w/ 9.2% Tax
Initial Fees ‐ Bags, Flags, & Plans
200.00
$   
EA
1
218.40
$       
w/ 9.2% Tax
Shadow Truck
55.00
$     
HR
40
2,402.40
$    
w/ 9.2% Tax
4,947.62
$    
Total
2,402.40
$    
Total
989.52
$       
Daily Rate
60.06
$         
Daily Rate
Miscellaneous Items
*NBC will invoice on actual labor rates and hours. Rental Sales Tax 
Included.
VMS Boards ‐ 2 EA
40.00
$     
DA
90
3,931.20
$    
w/ 9.2% Tax
2 EA VMS Boards ‐ Delivery/Takedown
165.00
$   
EA
2
360.36
$       
w/ 9.2% Tax
4,291.56
$    
Total
47.68
$         
Daily Rate
Shadow Truck
55.00
$     
HR
40
2,402.40
$    
w/ 9.2% Tax
2,402.40
$    
Total
60.06
$         
Daily Rate
*NBC will invoice on actual labor rates and hours. Rental Sales Tax 
Included.
Traffic Control Subcontractor Quote Analysis
NBC
NBC

1
Jose Ojeda
From:
Brantley Gallimore <brantley@metrotrafficcontrol.net>
Sent:
Thursday, April 07, 2022 9:14 AM
To:
Jose Ojeda
Subject:
[!!!] - RE: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 
90% Cost Model GMP2
Good morning Jose, 
 
After looking over the scope of work and our current backlog, I think I am going to have to pass on providing the revised 
quote sir. I don’t believe we will have the manpower and equipment to provide a high quality service on this one.  
 
Thanks, 
 
Brantley Gallimore 
Member/Owner 
Metro Traffic Control, LLC. 
4950 W Watkins St. Phoenix, AZ 85043 
Cell: 623-313-5204 | Office: 623-879-0610 | Fax: 623-879-0611 
 
    
 
   
 
 
From: Jose Ojeda <Jose.Ojeda@DCSContracting.com>  
Sent: Thursday, April 7, 2022 9:04 AM 
To: Brantley Gallimore <brantley@metrotrafficcontrol.net> 
Subject: FW: RFQ from DCS CONTRACTING, INC. for 22151: CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model 
GMP2 
 
Hi Brantley, 
 
Will you be able to provide us a revised quote on this? Please give me a call if you have any questions. Thank you sir! 
 
 
Jose Ojeda 
Estimator 
 
11535 E Germann Rd 
Chandler, AZ 85286 
O.  480‐732‐9238 x123 
C.  602‐653‐5444

Compare and Award
DCS CONTRACTING, INC.
Job Code:
22151
Description:
CM@R Dobson Rd: Intel Driveways 1 & 4 90% Cost Model GMP2
Resource Items
3/23/2022 
11:06:34 
AM
Quote Last 
Changed:
Award 
Status:
Last 
Reviewed:
6541 RGRCP Suppliers
Quote Group:
Reviewed: No
Complete
 (1 of 1)
6541 RGRCP Suppliers
Quote Description:
1,330.00
Awarded Total:
Quoted Items Total:
1,330.00
Special Conditions:
0.00
Quoted Total:
1,330.00
Last Update:
3/23/2022 11:06:34 AM
Comparable Total:
1,330.00
Forterra Pipe
Seller:
Buyer's Special Terms & Conditions:
Seller's Special Terms & Conditions:
Quote 
Group
Code
Description
Quantity UM
Unit
Total
Unit
Unit
Unit
Total
Total
Total
242224 24" RGRCP CL IV
16.00 LF
880.00
55.00
6541 
RGRCP 
Suppliers
700110 Material Delivery 
Charge
1.00 EA
450.00
450.00
6541 
RGRCP 
Suppliers
1 of 1
Copyright ©019 InEight Inc. All Rights Reserved.
4/13/2022 8:42 AM

Page 1 of 3 
Dobson Rd-Intel Driveways 
 
     
 
 
 
 
 
 
 
 
        Forterra Pipe & Precast 
 
 
 
Date 
March 23, 2022 
Bid Date 
04/01/2022 
Quote No. 
PRJ0151018 
Plan Date 
 
Project 
Dobson Rd-Intel Driveways 
Engineer 
N/A 
 
Chandler, AZ 
 
 
Maricopa County 
 
Contractor 
 
 
We are pleased to quote the following on the above project.  Prices are committed on this project only 
and are subject to change after 15 days from bid date. 
 
 
 
 
 
 
 
 
Reinforced Concrete Pipe 
Pieces 
Unit 
Total Feet 
Description 
Class 
Unit Price 
Total Price 
2 
8.0 
16.0 
24" RCP - C Wall, Profile Gasket 
IV 
$55.00 
$880.00 
RC Pipe Total 
$880.00 
 
 
 
 
 
 
 
Notes 
 
 
 
Delivery Fee--------------------------------------------------------------------------$450.00 
 
 
 
 
Sign x_____________________________________  
Print x_____________________________________  
Date x_____________________________________ 
Field Contact x ______________________________ 
 
 
 
Agency: 
 
SRP______ RWCD______ RID______MWD______ ADOT_____ 
PMIP______ COP Permit#___________________ Other______ 
New Magma Irr. ______Private; No Testing Required _______

Page 2 of 3 
Dobson Rd-Intel Driveways 
General Notes  
If Pricing shown above is based upon information provided verbally, via fax or via email by the 
contractor; Forterra Pipe & Precast LLC (Forterra) has not reviewed the plans and/or specifications for 
this project and is not responsible for discrepancies between what is quoted and what is shown on the 
project documents.  It is the contractor’s responsibility to verify that the material quoted meets the 
projects plans and specifications.  Any changes made at the time of order due to new or differing 
information shall be re-quoted and billed accordingly.  
Quantities shown above are approximate and are not considered a guaranteed Bill of Materials. Unit 
prices will prevail on all actual quantities of materials supplied.   
Contractor to provide a complete set of approved plans and specifications at time of order, prior to 
generation of submittal package or detail drawings.  The contractor may be subject to additional charges 
if revised plans or specifications which alter the submittals or detail drawings are provided after the initial 
submittal package is generated.  Forterra will not be liable for product manufactured but not utilized 
which was produced in accordance with approved submittals or detail drawings.  
Any lead time provided by Forterra staff is based upon the receipt of either a purchase order, or signed 
copy of our quote, receipt of preliminary (pre-lien) information and receipt of an approved submittal 
package when applicable.  Lead times quoted without these items are considered estimated and are 
subject to change.  
Preliminary information (pre-lien) must be provided prior to first shipment.  
If quote includes delivery, delivery is based upon full loads.  Any short loads requested by the contractor 
may be subject to additional delivery charges.  Delivery is quoted based upon safe access to the site by 
standard length (45’ trailer) fully loaded tractor/trailer carrying approximately 46,000 pounds; under 
their own power.  Difficult deliveries including mountainous terrain, narrow roadways, low clearance 
etcetera are not included unless specifically noted otherwise.  Contractor is responsible for any delivery 
costs incurred for difficult deliveries not disclosed prior to receiving Forterra’s bid including those costs for 
freight returned to Forterra due to lack of safe access and post-delivery trips to jobsite to evaluate 
shipping route.  With adequate notice, Forterra will gladly pre-evaluate site access and include freight for 
difficult deliveries at time of quote.  
Contractor to provide all rigging and/or handling apparatus required for offloading and handling material 
on site.  
Forterra will not warranty and product which is damaged due to improper handling or installation 
practices by the contractor.  Please contact your Forterra sales representative or field representative with 
questions or to request installation instructions.  
Quote Total $880.00 
 
 
 
Subject to State, County & Local Taxes. 
 
F.O.B.: Jobsite. 
Above prices based on truckload quantities. 
Terms: 1% 10th, Net 30 
 
 
Edgar Ayon 
Office: (623) 889-3515 
Cell: 
(480) 881-0419

Page 3 of 3 
Dobson Rd-Intel Driveways 
TERMS AND CONDITIONS OF SALE 
Any sale of goods is subject to the Limited Warranty and Remedies set forth below and Forterra’s other 
General terms and Conditions of Sale.  Any contrary provision in any purchase order or other document 
of customer is rejected.  
 
Unless otherwise agreed upon, custom items will be billed in full 60 days after manufacture; these items 
will be discarded after 90 days at an additional 20% disposal fee.  
 
 
LIMITED WARRANTY AND REMEDIES 
Forterra warrants that, at the time of delivery, the goods sold will conform to the applicable specifications 
set forth in the Quotation, Acknowledgement of Order, or other sales document signed by Forterra. 
FORTERRA MAKES NO OTHER WARRANTY, EXPRESS OR IMPLIED, AND ALL OTHER 
WARRANTIES, INCLUDING IMPLIED WARRANTIES OF MECHANTABILITY AND FITNESS FOR A 
PARTICULAR PURPOSE, ARE DISCLAIMED. If the goods fail to conform, at time of delivery, to this 
limited warranty, Buyer’s sole and exclusive remedy and Forterra’s entire liability will be, at Forterra’s 
election, (i) the repair or replacement by Forterra within a reasonable time of the non-conforming goods, 
f.o.b. Forterra’s plant, or (ii) the refund of the price paid for the non-conforming goods, and in either case 
only if Forterra receives written notice of the defect or non-conformance within 30 days of the date of 
delivery of the non-conforming goods. FORTERRA WILL NOT BE LIABLE FOR SPECIAL, 
INCIDENTAL, OR CONSEQUENTIAL DAMAGES.  Forterra’s liability, whether under contract, in tort or 
otherwise shall not in any event exceed the price of the goods or portion of such goods on which such 
liability is based, and Buyer waives any claim for amounts in excess of that amount.

ST2009.401 
 
EXHIBIT D – 
SCHEDULE OF 
VALUES (“SOV”)

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
General Conditions
Total
$404,648.18
1
Construction Yard Facilities
3
MN
$4,786.34
$14,359.02
2
Supervision
3
MN
$33,977.39
$101,932.17
3
Street Sweeper, Maintenance
3
MN
$3,135.87
$9,407.61
4
Track Out Installation
1
LS
$7,043.29
$7,043.29
5
Construction Water/Dust Control
1
LS
$26,504.17
$26,504.17
6
109.09000 Mobilization/Demobilization
1
LS
$26,323.36
$26,323.36
7
Subcontractor Mobilization/Demobilization
1
LS
$11,624.50
$11,624.50
8
401.01000 Traffic Control
1
LS
$137,235.46
$137,235.46
9
Project Pre‐Warning Variable Message Boards, 2 EA
90
DA
$47.68
$4,291.20
10
Shadow Truck
40
HR
$60.06
$2,402.40
11
Officer and Car
660
HR
$96.25
$63,525.00
Construction Items
Total
$654,263.76
12
105.80100 Construction Surveying And Layout
1
LS
$41,131.25
$41,131.25
13
Contractor Quality Control/Material Testing
1
LS
$26,330.88
$26,330.88
14
107.00001 Tree Protection Fence
1
LS
$1,499.94
$1,499.94
15
107.02000 Erosion Control (SWPPP Preparation, Installation, Maintenance, 
And Removal)
1
LS
$9,415.14
$9,415.14
16
201.01000 Clearing And Grubbing
1
LS
$5,643.48
$5,643.48
17
Remove & Demolish Existing Trees/Palm Trees
7
EA
$974.96
$6,824.72
18
301.01000 Subgrade Preparation
3176
SY
$29.91
$94,994.16
19
310.03175 Aggregate Base Course, 7 In Thick
37
SY
$101.23
$3,745.51
20
310.03280 Aggregate Base Course, 12 In Thick
3139
SY
$20.90
$65,605.10
21
321.00200 Asphaltic Concrete Pavement (2 In Surface Course, A‐12.5 EVAC)
3176
SY
$19.47
$61,836.72
22
321.00325 Asphaltic Concrete Pavement (3 In Base Course, A‐19.0 EVAC)
3176
SY
$24.38
$77,430.88
23
329.01000 Bituminous Tack Coat SS‐1H, Diluted
3176
SY
$0.33
$1,048.08
24
340.01000 Concrete Landscape Header
50
LF
$7.50
$375.00
25
340.01110 Vertical Curb & Gutter, Type A, H=6 In, MAG Det 220‐1
750
LF
$28.34
$21,255.00
26
340.01150 Single Curb, Type A, MAG Det 222
1627
LF
$27.52
$44,775.04
27
340.01208 End Median Ramp, COC Det C‐225
3
EA
$512.75
$1,538.25
28
340.01210 Concrete Sidewalk, MAG Det 230
105
SF
$5.18
$543.90
29
340.01360 Concrete Curb Ramp With Detectable Warnings, COC Det C‐258
2
EA
$5,798.08
$11,596.16
30
340.01600 Concrete Apron And Valley Gutter, MAG Det 240
876
SF
$17.62
$15,435.12
31
342.01201 Interlocking Concrete Pavers
790
SF
$8.91
$7,038.90
32
345.01100 Adjust Manhole Frame & Cover, MAG Det 422 & COC Det C‐401
1
EA
$8,604.50
$8,604.50
33
350.01124 Remove Pipe, Backfill & Compact, D=24 In
18
LF
$139.64
$2,513.52
34
350.01400 Remove Catch Basin
1
EA
$2,865.86
$2,865.86
35
350.01800 Remove Concrete Curb & Gutter
742
LF
$6.62
$4,912.04
36
350.01850 Remove Concrete Single Curb
1677
LF
$6.18
$10,363.86
37
350.01851 Remove Concrete Header
13
LF
$1.85
$24.05
38
350.01870 Remove Valley Gutter
650
SF
$4.09
$2,658.50
39
350.01901 Remove Concrete Sidewalk Ramps
3
EA
$463.34
$1,390.02
40
350.04100 Remove & Salvage Existing Sign
4
EA
$36.75
$147.00
41
350.04200 Remove Existing Post & Foundation
2
EA
$78.75
$157.50
42
350.07500 Remove Asphaltic Concrete Pavement
2566
SY
$12.73
$32,665.18
43
350.50000 Miscellaneous Removals And Other Work
1
LS
$3,922.38
$3,922.38
44
430.01001 Landscape Establishment
1
LS
$999.96
$999.96
45
430.01005 Tree ‐ 36 In Box, 1.75‐2.5 In Cal
3
EA
$449.98
$1,349.94
Dobson Road Improvements: Intel Driveway #1 
ST2009.401
4/18/2022
BID SCHEDULE (90%)

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
Dobson Road Improvements: Intel Driveway #1 
ST2009.401
4/18/2022
BID SCHEDULE (90%)
46
430.01006 Palm ‐ 24' HT
4
EA
$4,499.81
$17,999.24
47
430.01050 Plant ‐ 5 Gal
70
EA
$25.00
$1,750.00
48
430.42001 Decomposed Granite (To Match Existing)
7047
SF
$0.60
$4,228.20
49
440.10001 Landscape And Irrigation Restoration
1
LS
$8,969.62
$8,969.62
50
460.01000 Remove Paint Stripe
8425
LF
$0.90
$7,582.50
51
460.01110 Remove Painted Symbol (Bike Lane Marking Set)
6
EA
$90.00
$540.00
52
460.02102 Remove Thermoplastic Arrow
3
EA
$90.00
$270.00
53
460.03000 Remove Raised Pavement Marker
171
EA
$1.50
$256.50
54
461.01100 4 In White Traffic Paint Stripe
6313
LF
$0.38
$2,398.94
55
461.01200 4 In Yellow Traffic Paint Stripe
1540
LF
$0.38
$585.20
56
462.01100 4 In White Thermoplastic Traffic Stripe
3270
LF
$0.64
$2,092.80
57
462.01508 Thermoplastic/Preformed Symbol (Left Turn Arrow)
1
EA
$105.00
$105.00
58
462.01509 Thermoplastic/Preformed Symbol (Right Turn Arrow)
5
EA
$105.00
$525.00
59
462.01520 Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
6
EA
$55.00
$330.00
60
461.01610 Paint Median Nose
3
EA
$75.00
$225.00
61
463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2‐Way)
54
EA
$2.90
$156.60
62
463.01200 Reflectorized Raised Pavement Marker (Type G, Clear, 1‐Way)
178
EA
$2.90
$516.20
63
464.02000 Perforated Sign Post
46
LF
$13.65
$627.90
64
464.02002 Perforated Sign Post Foundation
4
EA
$141.74
$566.96
65
465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade
35
SF
$26.25
$918.75
66
470.00002 Modify Traffic Signal
1
LS
$2,999.87
$2,999.87
67
Relocate Existing Electrical Junction Box (In Median)
1
EA
$2,199.91
$2,199.91
68
473.80400 Video Image Detection System, 4 Approaches
1
LS
$1,972.72
$1,972.72
69
483.00011 CCTV Camera And Field Equipment
1
EA
$1,315.14
$1,315.14
70
Network Switch Etherwan
1
EA
$0.00
$0.00
71
505.10134 Catch Basin, MAG Det 533, Type D, L=17, One 17 Ft Wing
1
EA
$11,778.01
$11,778.01
72
618.20424 24 In RGRCP, Class IV
11
LF
$591.50
$6,506.50
73
625.01100 Storm Drain Manhole, MAG Det 520 & 522
1
EA
$6,209.66
$6,209.66
Allowance Items
Total
$232,000.00
74
800.00001 Allowance: Roadway And Concrete Flatwork
1
AL
$5,000.00
$5,000.00
75
800.00002 Allowance: Landscaping
1
AL
$3,000.00
$3,000.00
76
800.00003 Allowance: Traffic Signal And Communications Facilities
1
AL
$50,000.00
$50,000.00
77
800.00004 Allowance: SRP Electrical
1
AL
$15,000.00
$15,000.00
78
800.00005 Allowance: Furnish And Install Temporary Fencing
1
AL
$3,000.00
$3,000.00
79
800.00006 Allowance: Wet Utilities
1
AL
$5,000.00
$5,000.00
80
800.00007 Allowance: Dry Utilities
1
AL
$5,000.00
$5,000.00
81
800.00008 Allowance: Storm Drain
1
AL
$3,000.00
$3,000.00
82
800.00009 Allowance: Removals
1
AL
$3,000.00
$3,000.00
83
800.00110 Allowance: Subgrade Mitigation
1
AL
$40,000.00
$40,000.00
84
800.00011 Allowance: Material, Labor, & Equipment Increases
1
AL
$50,000.00
$50,000.00
85
800.00012 Allowance: Scope Change From 90% Plans & Specs to 100% Plans 
& Specs 
1
AL
$50,000.00
$50,000.00
Total Direct Cost, Without Allowance Items
$1,058,911.94
Grand Total, Inlcuding Allowance Items
$1,290,911.94

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
General Conditions
Total
$458,689.40
86
Construction Yard Facilities
4
MN
$4,047.24
$16,188.96
87
Supervision
4
MN
$33,977.39
$135,909.56
88
Street Sweeper, Maintenance
4
MN
$3,135.87
$12,543.48
89
Track Out Installation
1
LS
$7,043.29
$7,043.29
90
Construction Water/Dust Control
1
LS
$28,440.09
$28,440.09
91
109.09000 Mobilization/Demobilization
1
LS
$26,631.67
$26,631.67
92
Subcontractor Mobilization/Demobilization
1
LS
$9,824.58
$9,824.58
93
401.01000 Traffic Control
1
LS
$129,403.77
$129,403.77
94
Project Pre‐Warning Variable Message Boards, 2 EA
120
DA
$46.68
$5,601.60
95
Shadow Truck
40
HR
$60.06
$2,402.40
96
Officer and Car
880
HR
$96.25
$84,700.00
Construction Items
Total
$554,682.85
97
105.80100 Construction Surveying And Layout
1
LS
$30,934.68
$30,934.68
98
Contractor Quality Control/Material Testing
1
LS
$24,668.95
$24,668.95
99
107.00001 Tree Protection Fence
1
LS
$1,499.94
$1,499.94
100
107.02000 Erosion Control (SWPPP Preparation, Installation, Maintenance, 
And Removal)
1
LS
$8,234.45
$8,234.45
101
201.01000 Clearing And Grubbing
1
LS
$4,205.13
$4,205.13
102
Remove & Demolish Existing Trees/Palm Trees
5
EA
$974.96
$4,874.80
103
301.01000 Subgrade Preparation
1077
SY
$36.04
$38,815.08
104
310.03175 Aggregate Base Course, 7 In Thick
237
SY
$65.28
$15,471.36
105
310.03280 Aggregate Base Course, 12 In Thick
840
SY
$36.23
$30,433.20
106
321.00200 Asphaltic Concrete Pavement (2 In Surface Course, A‐12.5 EVAC)
1077
SY
$39.21
$42,229.17
107
321.00325 Asphaltic Concrete Pavement (3 In Base Course, A‐19.0 EVAC)
1077
SY
$43.71
$47,075.67
108
329.01000 Bituminous Tack Coat Ss‐1H, Diluted
1077
SY
$0.33
$355.41
109
340.01110 Vertical Curb & Gutter, Type A, H=6 In, MAG Det 220‐1
625
LF
$43.04
$26,900.00
110
340.01360 Concrete Curb Ramp With Detectable Warnings, COC Det C‐258
4
EA
$6,348.21
$25,392.84
111
340.01600 Concrete Apron And Valley Gutter, MAG Det 240
1793
SF
$17.63
$31,610.59
112
345.01410 Adjust Valve Box & Cover, MAG Det 391‐1 And COC Det C‐307
2
EA
$1,224.95
$2,449.90
113
350.01800 Remove Concrete Curb & Gutter
615
LF
$7.57
$4,655.55
114
350.01870 Remove Valley Gutter
2039
SF
$3.97
$8,094.83
115
350.01900 Remove Concrete Sidewalk
136
SF
$2.54
$345.44
116
350.01901 Remove Concrete Sidewalk Ramps
2
EA
$637.09
$1,274.18
117
350.04100 Remove & Salvage Existing Sign
9
EA
$36.75
$330.75
118
350.04200 Remove Existing Post & Foundation
6
EA
$78.75
$472.50
119
350.07500 Remove Asphaltic Concrete Pavement
640
SY
$12.54
$8,025.60
120
350.50000 Miscellaneous Removals And Other Work
1
LS
$4,100.13
$4,100.13
121
351.46000 Remove And Reinstall Sign
4
EA
$47.25
$189.00
122
430.01001 Landscape Establishment
1
LS
$999.96
$999.96
123
430.01004 Tree ‐ 24 In Box, 1.0‐1.5 In Cal Min
7
EA
$249.99
$1,749.93
124
430.01050 Plant ‐ 5 Gal
23
EA
$25.00
$575.00
125
430.42001 Decomposed Granite (To Match Existing)
1296
SF
$0.60
$777.60
126
440.10001 Landscape And Irrigation Restoration
1
LS
$9,969.58
$9,969.58
127
460.01000 Remove Paint Stripe
2408
LF
$0.90
$2,167.20
128
460.01110 Remove Painted Symbol (Bike Lane Marking Set)
1
EA
$90.00
$90.00
129
460.03000 Remove Raised Pavement Marker
67
EA
$1.50
$100.50
130
461.01100 4 In White Traffic Paint Stripe
2959
LF
$0.38
$1,124.42
131
461.01200 4 In Yellow Traffic Paint Stripe
600
LF
$0.38
$228.00
132
462.01100 4 In White Thermoplastic Traffic Stripe
3992
LF
$0.64
$2,554.88
Dobson Road Improvements: Intel Driveway #4 
ST2009.401
4/18/2022
BID SCHEDULE (90%)

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
Dobson Road Improvements: Intel Driveway #4 
ST2009.401
4/18/2022
BID SCHEDULE (90%)
133
462.01507 Thermoplastic/Preformed Symbol (Lane Reduction Arrow)
3
EA
$279.99
$839.97
134
462.01508 Thermoplastic/Preformed Symbol (Left Turn Arrow)
2
EA
$105.00
$210.00
135
462.01509 Thermoplastic/Preformed Symbol (Right Turn Arrow)
3
EA
$105.00
$315.00
136
462.01520 Thermoplastic/Preformed Symbol (Bike Lane Marking Set)
2
EA
$55.00
$110.00
137
463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2‐Way)
26
EA
$2.90
$75.40
138
463.01200 Reflectorized Raised Pavement Marker (Type G, Clear, 1‐Way)
60
EA
$2.90
$174.00
139
464.02000 Perforated Sign Post
80
LF
$13.65
$1,092.00
140
464.02002 Perforated Sign Post Foundation
7
EA
$141.74
$992.18
141
465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade
29
SF
$26.25
$761.25
142
470.00001 Remove And Salvage Traffic Signal
1
LS
$11,999.49
$11,999.49
143
Relocate Exisitng Utility Box
1
EA
$4,999.79
$4,999.79
144
470.00080 Remove StreetLight Pole
4
EA
$1,282.96
$5,131.84
145
471.60041 SRP Lighting Pull Box (Contractor Supplied & Installed)
1
EA
$509.98
$509.98
146
471.60047 No. 7 Pull Box
3
EA
$1,019.96
$3,059.88
147
471.60057 No. 7 Pull Box With Extension
1
EA
$1,109.95
$1,109.95
148
471.61001 Sch. 40 Pvc Electrical Conduit, 1 In
10
LF
$24.00
$240.00
149
471.61210 Sch. 40 Pvc Electrical Conduit, 2 In
20
LF
$36.00
$720.00
150
471.61211 Sch. 40 Pvc Electrical Conduit, 2 1/2 In (Streetlighting Per SRP 
Plans)
10
LF
$42.00
$420.00
151
471.61312 Sch. 40 Pvc Electrical Conduit, 3 In
80
LF
$42.00
$3,360.00
152
471.61412 Sch. 40 Pvc Electrical Conduit, 4 In
475
LF
$62.40
$29,640.00
153
472.61100 Pole Foundation, Type A
3
EA
$899.96
$2,699.88
154
472.61300 Pole Foundation, Type Q
1
EA
$7,199.69
$7,199.69
155
472.61400 Pole Foundation, Type R
3
EA
$7,199.69
$21,599.07
156
473.73000 Pedestrian Push Button With Sign
6
EA
$233.99
$1,403.94
157
473.80400 Video Image Detection System, 4 Approaches
1
LS
$1,972.72
$1,972.72
158
474.60110 Type A Signal Pole 10 Ft
3
EA
$661.48
$1,984.44
159
474.60500 Type Q Signal Pole
1
EA
$1,646.80
$1,646.80
160
474.60730 Type R Signal Pole
3
EA
$1,647.84
$4,943.52
161
474.70200 20 Ft Mast Arm (Tapered)
4
EA
$164.81
$659.24
162
474.70300 30 Ft Mast Arm (Tapered)
1
EA
$2,465.94
$2,465.94
163
474.70500 50 Ft Mast Arm (Tapered)
1
EA
$4,110.55
$4,110.55
164
474.70550 55 Ft Mast Arm (Tapered)
2
EA
$4,522.37
$9,044.74
165
474.80000 Pole Foundation For Sl‐1 Pole
1
EA
$1,499.94
$1,499.94
166
474.80001 Streetlight Pole Sl‐1 With Single Davit Arm
1
EA
$1,277.69
$1,277.69
167
475.61400 Meter Pedestal Cabinet
1
EA
$1,449.54
$1,449.54
168
475.62000 Controller Cabinet (Type IV)
1
EA
$3,676.04
$3,676.04
169
475.83010 Opticom Pre‐Emption Unit
4
EA
$493.18
$1,972.72
170
476.02010 Traffic Signal Face (Type F) (LED)
8
EA
$193.19
$1,545.52
171
476.02011 Traffic Signal Face (Type G) (LED)
4
EA
$193.19
$772.76
172
476.02012 Traffic Signal Face (Type FYA) (LED)
4
EA
$193.19
$772.76
173
476.12000 Traffic Signal Face (Pedestrian) (Man/Hand) (LED)
6
EA
$182.39
$1,094.34
174
476.63000 Signal Mounting Assembly (Type II)
10
EA
$107.40
$1,074.00
175
476.63001 Signal Mounting Assembly (Type IV)
3
EA
$302.39
$907.17
176
476.63002 Signal Mounting Assembly (Type V)
5
EA
$254.39
$1,271.95
177
476.63003 Signal Mounting Assembly (Type VII)
2
EA
$293.99
$587.98
178
477.82000 LED Streetlight Luminaire
5
EA
$96.03
$480.15
179
478.01000 Conductors
1
LS
$21,887.07
$21,887.07
180
483.00011 CCTV Camera And Field Equipment
1
EA
$1,315.14
$1,315.14

ITEM 
NO.
BID
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
Dobson Road Improvements: Intel Driveway #4 
ST2009.401
4/18/2022
BID SCHEDULE (90%)
181
486.20000 Wireless Access System
1
LS
$4,630.60
$4,630.60
182
487.00000 Sign Assembly (IISNS)
4
EA
$0.00
$0.00
Allowance Items
Total
$332,500.00
183
800.00001 Allowance: Roadway And Concrete Flatwork
1
AL
$2,500.00
$2,500.00
184
800.00002 Allowance: Landscaping
1
AL
$2,000.00
$2,000.00
185
800.00003 Allowance: Traffic Signal And Communications Facilities
1
AL
$7,500.00
$7,500.00
186
800.00004 Allowance: SRP Electrical
1
AL
$7,500.00
$7,500.00
187
800.00005 Allowance: Furnish And Install Temporary Fencing
1
AL
$2,000.00
$2,000.00
188
800.00006 Allowance: Wet Utilities
1
AL
$5,000.00
$5,000.00
189
800.00007 Allowance: Dry Utilities
1
AL
$5,000.00
$5,000.00
190
800.00008 Allowance: Storm Drain
1
AL
$3,000.00
$3,000.00
191
800.00009 Allowance: Removals
1
AL
$3,000.00
$3,000.00
192
800.00010 Allowance: Subgrade Mitigation
1
AL
$15,000.00
$15,000.00
193
800.00011 Allowance: Material, Labor, & Equipment Increases
1
AL
$180,000.00
$180,000.00
194
800.00012 Allowance: Scope Change From 90% Plans & Specs to 100% Plans 
& Specs 
1
AL
$100,000.00
$100,000.00
Total Direct Cost, Without Allowance Items
$1,013,372.25
Grand Total, Inlcuding Allowance Items
$1,345,872.25

ST2009.401 
 
EXHIBIT E – 
BASELINE 
PROJECT 
SHEDULE

ID
Task 
Mode
Task Name
Duration
Start
Finish
1
Pre‐Construction
178 days Fri 1/7/22
Tue 9/13/22
2
Utility Relocation Design
28 days
Fri 1/7/22
Tue 2/15/22
3
Utility Investigations and Potholing
5 days
Fri 1/7/22
Thu 1/13/22
4
90% Design Development
30 days
Fri 1/14/22
Thu 2/24/22
5
60% Plans and Specs GMP Prep and Execution
1 day
Tue 1/18/22
Tue 1/18/22
6
Long Lead Time Material Procurement
170 days Wed 1/19/22
Tue 9/13/22
7
Street Light / Traffic Signal Equipment
170 days Wed 1/19/22
Tue 9/13/22
8
90% Design Review & Comments
15 days
Fri 2/25/22
Thu 3/17/22
9
90% Subcontractor Solicitation
17 days
Fri 2/25/22
Mon 3/21/22
10
Finalize Utility Relocation Plans
5 days
Wed 2/16/22
Tue 2/22/22
11
Utility Relocations by Others (as required)
28 days
Wed 2/23/22
Fri 4/1/22
12
90% Cost Model
15 days
Tue 3/22/22
Mon 4/11/22
13
Negotiate & Finalize GMP (90% Plans)
3 days
Tue 4/12/22
Thu 4/14/22
14
100% Plans and Contract Documents
5 days
Fri 4/15/22
Thu 4/21/22
15
Council Contract Approval
40 days
Fri 4/15/22
Thu 6/9/22
16
NTP for Construction
1 day
Fri 6/10/22
Fri 6/10/22
17
Submittals
28 days
Fri 4/22/22
Tue 5/31/22
30
Phase 1, Driveway #1 Construction
97 days
Mon 6/13/22
Tue 10/25/22
31
General Items
2 days
Mon 6/13/22
Tue 6/14/22
32
Mobilization
2 days
Mon 6/13/22
Tue 6/14/22
33
Dust Permit, ADEQ, SWWP, Project Signs
2 days
Mon 6/13/22
Tue 6/14/22
34
Construction Yard & Project Office
2 days
Mon 6/13/22
Tue 6/14/22
35
Sequence A ‐ SB Inside Median Lane Improvements
38 days
Wed 6/15/22
Fri 8/5/22
36
Remove Existing Pavement Markings & Seal
1 day
Wed 6/15/22
Wed 6/15/22
20
12
3
25
16
10
1
23
15
6
28
20
11
2
24
16
7
29
21
12
3
25
19
10
2
24
15
7
31, '21Dec 19, '21Feb 6, '22 Mar 27, '2 May 15, '2 Jul 3, '22
Aug 21, '22Oct 9, '22 Nov 27, '22Jan 15, '23 Mar 5, '23 Apr 23, '23Jun 11, '23
Task
Split
Milestone
Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration‐only
Manual Summary Rollup
Manual Summary
Start‐only
Finish‐only
Deadline
Critical
Critical Split
Progress9
90% Dobson Road DW#1 and DW#4
Page 1
Project: 22151 90% CMAR Dobson
Date: Mon 4/18/22

ID
Task 
Mode
Task Name
Duration
Start
Finish
37
Install TCP (Inside SB Lane Closure), Move Traffic to Outside Lane
2 days
Thu 6/16/22
Fri 6/17/22
38
Sawcut AC match‐points & NEW 14' Wide SB Inside Lane
1 day
Mon 6/20/22
Mon 6/20/22
39
Pre‐Lower Ex. Utilities
1 day
Mon 6/20/22
Mon 6/20/22
40
Clear & Grub
1 day
Mon 6/20/22
Mon 6/20/22
41
Remove & Demolish Ex. Trees DIA >12"
1 day
Mon 6/20/22
Mon 6/20/22
42
LS ‐ Install Tree Protection Fence, Removals & Rake Away Ex. DG
3 days
Mon 6/20/22
Wed 6/22/22
43
Remove Existing Concrete (Curb & SW Ramp)
5 days
Mon 6/20/22
Fri 6/24/22
44
Remove Existing Signs & Salvage
1 day
Mon 6/20/22
Mon 6/20/22
45
Remove Existing Asphalt & Haul Off
2 days
Mon 6/27/22
Tue 6/28/22
46
Rough Grade Curb & Inside SB Lane
10 days
Wed 6/29/22
Tue 7/12/22
47
Install Concrete (Single Curb, Sidewalk, & End Median Ramp)
5 days
Wed 7/13/22
Tue 7/19/22
48
Subgrade Prep
5 days
Wed 7/20/22
Tue 7/26/22
49
Install Interlocking Pavers
2 days
Wed 7/20/22
Thu 7/21/22
50
Install Trees
2 days
Tue 6/21/22
Wed 6/22/22
51
LS ‐ Establishment & Planting
2 days
Wed 7/20/22
Thu 7/21/22
52
Landscape & Irrigation Restoration
5 days
Wed 7/20/22
Tue 7/26/22
53
Place & Finish Grade 12" ABC
5 days
Wed 7/27/22
Tue 8/2/22
54
Re‐install Raked Away DG
1 day
Wed 7/27/22
Wed 7/27/22
55
Pave 3" AC Base Course
2 days
Wed 8/3/22
Thu 8/4/22
56
AC Core & Test Results
1 day
Fri 8/5/22
Fri 8/5/22
57
Sequence B ‐ SB Outside Lane Improvements/ DW#1
57 days
Mon 8/8/22
Tue 10/25/22
58
Install TCP (Outside NB Lane Closure), Move Traffic to New 14' Inside
Lane
2 days
Mon 8/8/22
Tue 8/9/22
59
Sawcut AC match‐points
1 day
Wed 8/10/22
Wed 8/10/22
20
12
3
25
16
10
1
23
15
6
28
20
11
2
24
16
7
29
21
12
3
25
19
10
2
24
15
7
31, '21Dec 19, '21Feb 6, '22 Mar 27, '2 May 15, '2 Jul 3, '22
Aug 21, '22Oct 9, '22 Nov 27, '22Jan 15, '23 Mar 5, '23 Apr 23, '23Jun 11, '23
Task
Split
Milestone
Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration‐only
Manual Summary Rollup
Manual Summary
Start‐only
Finish‐only
Deadline
Critical
Critical Split
Progress
90% Dobson Road DW#1 and DW#4
Page 2
Project: 22151 90% CMAR Dobson
Date: Mon 4/18/22

ID
Task 
Mode
Task Name
Duration
Start
Finish
60
Clear & Grub
1 day
Wed 8/10/22
Wed 8/10/22
61
LS ‐ Install Tree Protection Fence, Removals & Rake Away Ex. DG
3 days
Wed 8/10/22
Fri 8/12/22
62
Remove Existing Concrete (Curb, SW, SW Ramp, Valley Gutter, Catch
Basin, & 24" RGRCP)
5 days
Wed 8/10/22
Tue 8/16/22
63
Electrical ‐ Modify Traffic Signal & Relocate Junction Boxes
10 days
Wed 8/10/22
Tue 8/23/22
64
Install 24" RGRCP Storm Drain
1 day
Wed 8/17/22
Wed 8/17/22
65
Install Storm Drain Manhole
2 days
Thu 8/18/22
Fri 8/19/22
66
Install Catch Basin
2 days
Thu 8/18/22
Fri 8/19/22
67
Mill Ex. 5" AC & 8" ABC and Haul Off
1 day
Wed 8/24/22
Wed 8/24/22
68
Remove Existing Asphalt & Haul Off
2 days
Thu 8/25/22
Fri 8/26/22
69
Rough Grade Curb & Outside SB Lane
5 days
Mon 8/29/22
Fri 9/2/22
70
Install Concrete (Curb, SW Ramps, & Valley Gutter/Apron)
6 days
Mon 9/5/22
Mon 9/12/22
71
Subgrade Prep
4 days
Tue 9/13/22
Fri 9/16/22
72
LS ‐ Establishment & Planting
5 days
Tue 9/13/22
Mon 9/19/22
73
Place & Finish Grade 7" ABC (@ Driveway #1)
1 day
Mon 9/19/22
Mon 9/19/22
74
Place & Finish Grade 12" ABC
3 days
Mon 9/19/22
Wed 9/21/22
75
Landscape & Irrigation Restoration
10 days
Tue 9/20/22
Mon 10/3/22
76
Pave 3" AC Base Course
2 days
Thu 9/22/22
Fri 9/23/22
77
AC Core & Test Results
1 day
Mon 9/26/22
Mon 9/26/22
78
Pave (Sequence B) 2" AC Surface Course
1 day
Tue 9/27/22
Tue 9/27/22
79
AC Core & Test Results
1 day
Wed 9/28/22
Wed 9/28/22
80
Install TCP, Move Traffic to Alt Lane
1 day
Thu 9/29/22
Thu 9/29/22
81
Pave (Sequence A) 2" AC Surface Course
2 days
Fri 9/30/22
Mon 10/3/22
82
AC Core & Test Results
1 day
Tue 10/4/22
Tue 10/4/22
20
12
3
25
16
10
1
23
15
6
28
20
11
2
24
16
7
29
21
12
3
25
19
10
2
24
15
7
31, '21Dec 19, '21Feb 6, '22 Mar 27, '2 May 15, '2 Jul 3, '22
Aug 21, '22Oct 9, '22 Nov 27, '22Jan 15, '23 Mar 5, '23 Apr 23, '23Jun 11, '23
Task
Split
Milestone
Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration‐only
Manual Summary Rollup
Manual Summary
Start‐only
Finish‐only
Deadline
Critical
Critical Split
Progress
90% Dobson Road DW#1 and DW#4
Page 3
Project: 22151 90% CMAR Dobson
Date: Mon 4/18/22

ID
Task 
Mode
Task Name
Duration
Start
Finish
83
Re‐install Raked Away DG & Install NEW DG
2 days
Tue 10/4/22
Wed 10/5/22
84
Adjustments
1 day
Fri 9/30/22
Fri 9/30/22
85
Signage and Striping
2 days
Mon 10/3/22
Tue 10/4/22
86
Substantial Completion
1 day
Wed 10/5/22
Wed 10/5/22
87
Punch list
10 days
Wed 10/5/22
Tue 10/18/22
88
As‐Builts / Record Drawings
5 days
Wed 10/5/22
Tue 10/11/22
89
Final Acceptance
5 days
Wed 10/19/22 Tue 10/25/22
90
Phase 2, Driveway #4 Construction
156 days Wed 10/26/22 Wed 5/31/23
91
General Items
25 days
Wed 10/26/22 Tue 11/29/22
92
SRP/Intel Deliveries (BY OTHERS)
23 days
Wed 10/26/22 Fri 11/25/22
93
Mobilization
2 days
Mon 11/28/22 Tue 11/29/22
94
Dust Permit, ADEQ, SWWP, Project Signs
2 days
Wed 10/26/22 Thu 10/27/22
95
Sequence A ‐ SB Outside Lane Improvements/ DW#4
101 days Wed 11/30/22 Wed 4/19/23
96
Remove Existing Pavement Markings & Seal
1 day
Wed 11/30/22 Wed 11/30/22
97
Install TCP (Outside SB Lane Closure), Move Traffic to Inside Lane
1 day
Thu 12/1/22
Thu 12/1/22
98
Sawcut AC match‐points & NEW Turn Lane into DW#4
1 day
Fri 12/2/22
Fri 12/2/22
99
Pre‐Lower Ex. Utilities
1 day
Fri 12/2/22
Fri 12/2/22
100
Clear & Grub
1 day
Fri 12/2/22
Fri 12/2/22
101
Electrical ‐ Install New Street Light
3 days
Fri 12/2/22
Tue 12/6/22
102
LS ‐ Install Tree Protection Fence, Removals & Rake Away Ex. DG
1 day
Fri 12/2/22
Fri 12/2/22
103
Remove Existing Asphalt & Haul Off
2 days
Mon 12/5/22
Tue 12/6/22
104
Remove Existing Concrete (Curb, SW Ramps, & Valley Gutter/Apron) 4 days
Mon 12/5/22
Thu 12/8/22
105
Remove Existing Signs & Salvage
1 day
Mon 12/5/22
Mon 12/5/22
20
12
3
25
16
10
1
23
15
6
28
20
11
2
24
16
7
29
21
12
3
25
19
10
2
24
15
7
31, '21Dec 19, '21Feb 6, '22 Mar 27, '2 May 15, '2 Jul 3, '22
Aug 21, '22Oct 9, '22 Nov 27, '22Jan 15, '23 Mar 5, '23 Apr 23, '23Jun 11, '23
Task
Split
Milestone
Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration‐only
Manual Summary Rollup
Manual Summary
Start‐only
Finish‐only
Deadline
Critical
Critical Split
Progress
90% Dobson Road DW#1 and DW#4
Page 4
Project: 22151 90% CMAR Dobson
Date: Mon 4/18/22

ID
Task 
Mode
Task Name
Duration
Start
Finish
106
Electrical ‐ Energize Street Lights
1 day
Wed 12/7/22
Wed 12/7/22
107
Electrical ‐ Relocate Ex. Utility Box @ SW Ramp
1 day
Fri 12/9/22
Fri 12/9/22
108
Electrical ‐ Install New Traffic Signal
60 days
Fri 12/9/22
Thu 3/2/23
109
Electrical ‐ Remove & Salvage Traffic Signal and Street Lights
5 days
Fri 3/3/23
Thu 3/9/23
110
Rough Grade Outside SB Lane & Curb Grade
5 days
Fri 3/10/23
Thu 3/16/23
111
Adjustments (SW Ramp & Apron)
1 day
Fri 3/17/23
Fri 3/17/23
112
Install Concrete (Curb, SW Ramp, & Valley Gutter/Apron)
7 days
Mon 3/20/23
Tue 3/28/23
113
Subgrade Prep
4 days
Wed 3/29/23
Mon 4/3/23
114
LS ‐Establishment & Planting
5 days
Wed 3/29/23
Tue 4/4/23
115
Place & Finish Grade 7" ABC (Driveway #4)
2 days
Tue 4/4/23
Wed 4/5/23
116
Place & Finish Grade 12" ABC
2 days
Tue 4/4/23
Wed 4/5/23
117
Landscape & Irrigation Restoration
10 days
Wed 4/5/23
Tue 4/18/23
118
Pave 3" AC Base Course
2 days
Thu 4/6/23
Fri 4/7/23
119
AC Core & Test Results
1 day
Mon 4/10/23
Mon 4/10/23
120
Pave 2" AC Surface Course
2 days
Tue 4/11/23
Wed 4/12/23
121
AC Core & Test Results
1 day
Thu 4/13/23
Thu 4/13/23
122
Re‐Install Raked Away DG & Install NEW DG
1 day
Wed 4/19/23
Wed 4/19/23
123
Sequence B ‐ Chaparral Way/ NB Outside Lane Improvements
129 days Fri 12/2/22
Wed 5/31/23
124
LS ‐ Install Tree Protection Fence, Removals & Rake Away Ex. DG
1 day
Fri 12/2/22
Fri 12/2/22
125
Tree Salvage & Reinstallation
1 day
Fri 12/2/22
Fri 12/2/22
126
Remove Existing Concrete (Curb, SW, SW Ramps, & Valley 
Gutter/Apron)
3 days
Fri 12/2/22
Tue 12/6/22
127
Install TCP (Outside NB Lane Closure), Close & Switch Traffic to 
Halves on Chaparral Way
1 day
Fri 4/14/23
Fri 4/14/23
128
Saw cut AC Match Points
1 day
Mon 4/17/23
Mon 4/17/23
20
12
3
25
16
10
1
23
15
6
28
20
11
2
24
16
7
29
21
12
3
25
19
10
2
24
15
7
31, '21Dec 19, '21Feb 6, '22 Mar 27, '2 May 15, '2 Jul 3, '22
Aug 21, '22Oct 9, '22 Nov 27, '22Jan 15, '23 Mar 5, '23 Apr 23, '23Jun 11, '23
Task
Split
Milestone
Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration‐only
Manual Summary Rollup
Manual Summary
Start‐only
Finish‐only
Deadline
Critical
Critical Split
Progress
90% Dobson Road DW#1 and DW#4
Page 5
Project: 22151 90% CMAR Dobson
Date: Mon 4/18/22

ID
Task 
Mode
Task Name
Duration
Start
Finish
129
Install Concrete (Curb, SW Ramps, & Valley Gutter/Apron)
5 days
Mon 4/17/23
Fri 4/21/23
130
Remove Existing Asphalt & Haul Off
1 day
Tue 4/18/23
Tue 4/18/23
131
Electrical ‐ Remove, Relocate & Adjust Boxes/Cabinets to Grade
2 days
Tue 4/18/23
Wed 4/19/23
132
Electrical ‐ Install New Traffic Signals
10 days
Tue 4/18/23
Mon 5/1/23
133
Subgrade Prep
2 days
Wed 4/19/23
Thu 4/20/23
134
Place & Finish Grade 7" ABC (Chaparral Way)
2 days
Fri 4/21/23
Mon 4/24/23
135
Place & Finish Grade 12" ABC
1 day
Fri 4/21/23
Fri 4/21/23
136
Pave 3" AC Base Course
1 day
Tue 4/25/23
Tue 4/25/23
137
AC Core & Test Results
1 day
Wed 4/26/23
Wed 4/26/23
138
Pave 2" AC Surface Course
1 day
Thu 4/27/23
Thu 4/27/23
139
AC Core & Test Results
1 day
Fri 4/28/23
Fri 4/28/23
140
Signage and Striping
2 days
Fri 4/28/23
Mon 5/1/23
141
Electrical ‐ Remove & Salvage Traffic Signal and Street Lights
5 days
Tue 5/2/23
Mon 5/8/23
142
LS ‐Establishment & Planting
1 day
Tue 5/9/23
Tue 5/9/23
143
Landscaping & Irrigation Restoration
1 day
Wed 5/10/23
Wed 5/10/23
144
Re‐Install Raked Away DG
1 day
Thu 5/11/23
Thu 5/11/23
145
Substantial Completion
1 day
Fri 5/12/23
Fri 5/12/23
146
Punch list
5 days
Mon 5/15/23
Fri 5/19/23
147
As‐Builts / Record Drawings
5 days
Mon 5/22/23
Fri 5/26/23
148
Final Acceptance
3 days
Mon 5/29/23
Wed 5/31/23
20
12
3
25
16
10
1
23
15
6
28
20
11
2
24
16
7
29
21
12
3
25
19
10
2
24
15
7
31, '21Dec 19, '21Feb 6, '22 Mar 27, '2 May 15, '2 Jul 3, '22
Aug 21, '22Oct 9, '22 Nov 27, '22Jan 15, '23 Mar 5, '23 Apr 23, '23Jun 11, '23
Task
Split
Milestone
Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration‐only
Manual Summary Rollup
Manual Summary
Start‐only
Finish‐only
Deadline
Critical
Critical Split
Progress
90% Dobson Road DW#1 and DW#4
Page 6
Project: 22151 90% CMAR Dobson
Date: Mon 4/18/22

ST2009.401 
 
EXHIBIT F – 
CONSTUCTION 
PHASING / 
TRAFFIC 
CONTROL

Dobson Rd Improvements: Intel Driveways #1 & #4  
Traffic Control Plan, Phase 1 & Phase 2 (Build Sequences A & B). 
1 
 
Phase 1 will consist of all Driveway #1 Dobson Rd Improvements beginning in April 2022 and 
finishing Septemeber 2022. Majority of the work will be in the South Bound Lanes of Dobson Rd 
and will be constructed per the build sequences below while maintaining at least a 12’ SB travel 
lane at a time. Intel Driveway #1 will be part of Build Sequence B and constructed in halves to 
allow access in both directions. 
Build Sequence A will initiate with the removal, narrowing & improvements of the 
existing median in Dobson Rd STA 68+82.86 to STA 81+28.95 and STA 89+80.03 to STA 
94+19.40, while building a New 14’ south bound lane off the new edge of median curb. The 
work will need a TCP for edge line that will allow a 12’ SB travel lane to remain on the west side 
of existing Dobson Rd. A TCP on Dobson Rd median north bound lane will be needed for a lane 
closure with access to the left median turning lane into DW#1. This work is anticipated to take 
8‐10 weeks. 
Build Sequence B will consist of all improvements west of the edge of New 14’ lane on 
Dobson Rd from build sequence A. The 12’ SB traffic lane from Build Sequence A will be shifted 
to the New 14’ Lane and a TCP will be needed to provide an edge line on it and protect all work 
on the west of the road from STA 68+82.96 to STA 81+28.95. Intel Driveway #1 will be 
constructed simultaneously one half at time. A TCP at DW#1 will be needed to divide in half at 
CL and maintain a 2‐way travel lane in one of the sides at a time. This work is anticipated to 
take 10‐12 weeks. 
Phase 1 Driveway #1 Summary 
 
TCP 1 Median North bound and South bound lane closure for 1,800 LF duration, 8‐10 weeks. 
 
TCP 2 South bound lane closure for 1,400 LF, duration 10‐12 weeks. 
o TCP 2.1 DW1 WB corner closure, shift traffic South, maintain two lanes. 
o TCP 2.2 DW1 EB corner closure, shift Traffic North, maintain two lanes. 
 
TCP 3 Final Surface Course Pavement. Midblock flips, duration 1 week 
 
Initial Fees – Bags, Flags and Plans/EA 
 
Setup & Pickup Barricades/EA 
 
Daily Maintenance (All Day)/Day 
 
2‐Message Boards/Day 
 
2‐VMB Delivery & Pickup/EA 
 
Shadow Truck/HR 
 
Certified Flagger with Truck/HR

Dobson Rd Improvements: Intel Driveways #1 & #4  
Traffic Control Plan, Phase 1 & Phase 2 (Build Sequences A & B). 
2 
 
Phase 2 will consist of all Driveway #4 Dobson Rd Improvements beginning in September 2022 
and completing in March 2023. Majority of the work will be on the South Bound Lane of 
Dobson Rd and the Intersection of Chapparal Way & Dobson Rd. Work will be constructed per 
the build sequence while maintaining a single 12’ SB travel lane on Dobson Rd. 
Build Sequence A will initiate with the removal & improvements of the existing west 
south bound lane and widening it to build a new turning lane into Driveway #4 from STA 
14+33.29 to STA 18+43.47. A TCP will be needed for a 12’ SB Travel Lane to remain at the East 
side of the road. Intel Driveway #4 will be constructed simultaneously one half at a time. A TCP 
at DW#4 will be needed to divide in half at CL and maintain a 2‐way travel lane in each of the 
sides at a time. A TCP on Dobson Rd most East North bound lane will need lane closure. This 
work is anticipated to take 16‐18 weeks. 
Build Sequence B will consist of all improvements along the intersection of Chaparral 
Way & Dobson Rd. Chaparral Way will be constructed one half at a time to maintain traffic 
open in each direction. A TCP at Chaparral Way will be needed to split one side for 
improvement and the other for travel. The travel lane will need TC for a 2‐way lane 12’ wide 
each. North bound Traffic on Dobson Rd by Chaparral Way will be shifted to one lane to the 
most west lane. This work is anticipated to take 6‐8 weeks. 
Phase 2 Driveway #4 Summary 
 
TCP 1 South Bound and North Bound outside lane closure for 800 LF, duration 16 weeks. 
 
TCP 2.1 Chaparral Way & Dobson Rd WB corner closure, shift traffic South, maintain two lanes. 
 
TCP 2.2 Chaparral Way & Dobson Rd EB corner closure, shift traffic North, maintain two lanes. 
 
Initial Fees – Bags, Flags and Plans/EA 
 
Setup & Pickup Barricades/EA 
 
Daily Maintenance (All Day)/Day 
 
2‐Message Boards/Day 
 
2‐VMB Delivery & Pickup/EA 
 
Shadow Truck/HR 
 
Certified Flagger with Truck/HR

14' 
14' 
14' 
14' 
Phase 2
Phase 1
2 - Phase 1 Build Sequence A, Work Area - 4,399 SY
4 - Phase 1 Build Sequence B, Work Area - 3,130 SY
6 - Phase 2 Build Sequence A, Work Area - 2,335 SY
8 - Phase 2 Build Sequence B, Work Area - 457 SY

Driveway #4 will be built in 
halves. Traffic will shift on 
either side of centerline and 
maintain two lanes.
Chaparral Way corner will 
begin the Traffic Signal Scope
 of work.
Chaparral Way corner will 
begin the Traffic Signal Scope
 of work.
5 - Phase 2 Build Sequence A, TCP 14' Lane - 1,602 LF
6 - Phase 2 Build Sequence A, Work Area - 1,848 SY

Dobson Rd South Bound Lanes 
will start to shift to one inside lane.
Dobson Rd North Bound Lane will 
start to shift and open up to both 
inside and outside lanes.
5 - Phase 2 Build Sequence A, TCP 14' Lane - 802 LF
6 - Phase 2 Build Sequence A, Work Area - 557 SY

14' 
14' 
14' 
14' 
Dobson Rd North Bound 
Lanes will start to shift to 
one inside lane.
Dobson Rd South Bound Lane will 
shift and open up to both inside 
and outside lanes.
1 - Phase 1 Build Sequence A, TCP 14' Lane - 841 LF
2 - Phase 1 Build Sequence A, Work Area - 1,640 SY

14' 
14' 
14' 
1 - Phase 1 Build Sequence A, TCP 14' Lane - 1,001 LF
2 - Phase 1 Build Sequence A, Work Area - 1,193 SY

14' 
Dobson Rd South 
Bound Lanes will 
start to shift to 
one outside lane.
Dobson Rd North Bound 
Lane will start to shift and 
open up to both inside and 
outside lanes.
1 - Phase 1 Build Sequence A, TCP 14' Lane - 802 LF
2 - Phase 1 Build Sequence A, Work Area - 576 SY

5' 
5' 
5' 
5' 
5' 
14' 
14' 
14' 
14' 
43' 
37' 7"
Dobson Rd South Bound Lanes 
will start to shift to one travel lane.
1 - Phase 1 Build Sequence A, TCP 14' Lane - 554 LF
2 - Phase 1 Build Sequence A, Work Area - 606 SY

Chaparral Way will be built in 
halves. Traffic will shift on either 
side of centerline and maintain 
two lanes.
Dobson Rd North Bound Lanes will
 start to shift to one outside lane.
Dobson Rd North Bound Lane will 
start to shift and open up to both 
inside and outside lanes.
7 - Phase 2 Build Sequence B, TCP 14' Lane - 520 LF
8 - Phase 2 Build Sequence B, Work Area - 431 SY

Dobson Rd South Bound Lane will 
shift and open up to both inside 
and outside lanes.
3 - Phase 1 Build Sequence B, TCP 14' Lane - 542 LF
4 - Phase 1 Build Sequence B, Work Area - 2,101 SY

Dobson Rd 
South Bound 
Lanes will 
start to shift 
to one inside 
lane.
Driveway #1 will be built in halves. Traffic will shift on 
either side of centerline and maintain two lanes.
3 - Phase 1 Build Sequence B, TCP 14' Lane - 401 LF
4 - Phase 1 Build Sequence B, Work Area - 873 SY

ST2009.401 
 
EXHIBIT G – 
LIST OF PLANS 
& 
SPECIFICATIONS

ST2009.401 
 
GMP 2 90% Cost Model Dobson Road Improvements: Intel Driveways #1 and #4 
 
 
List of GMP 2 Plans and Specifications 
Plans/Sheet Name 
Sheet #s 
Sheet Version 
Date of Issuance 
 
GMP 90% Plans 
 
 
Cover Sheet 
G1: 1 of 45 
90% 
2/23/22 
Index, Legend, & Abbreviations 
G2: 2 of 45 
90% 
2/23/22 
General Notes 
G3: 3 of 45 
90% 
2/23/22 
Typical Sections 
C1: 4 of 45 
90% 
2/23/22 
Details 
C2 & C3: 5 & 6 of 
45 
90% 
2/23/22 
Geometric Control 
C4: 7 of 45 
90% 
2/23/22 
Key Map 
C5: 8 of 45 
90% 
2/23/22 
Driveway #4 Paving Plan & Profile 
C6‐C7: 9‐10 of 45 
90% 
2/23/22 
Driveway #1 Paving Plan & Profile 
C8‐C12: 11‐15 of 45
90% 
2/23/22 
Storm Drain Profile 
D1: 16 of 45 
90% 
2/23/22 
Signing & Striping Plans 
SS1‐SS7: 17‐23 of 
45 
90% 
2/23/22 
Traffic Signal Plans 
TS1‐TS4: 24‐27 of 
45 
90% 
2/23/22 
Street Lighting Plans 
SL1‐SL3: 28‐30 of 
45 
90% 
2/23/22 
Landscape Plans 
L1‐L9: 31‐39 
90% 
2/23/22 
Erosion & Sediment Control Plans 
ES1‐ES6: 40‐45 of 
45 
90% 
2/23/22

ST2009.401 
Plans/Sheet Name 
Sheet #s 
Sheet Version 
Date of Issuance 
90% Specifications 
Technical Specification, Bid Items 
PG 1 – 87 
90% 
2/22 
Geotechnical / Soils Report 
PG 88 – 126 
90% 
Rev 2/23/22 
GIS Data Dictionary 
PG 126 – 162 
90%

ST2009.401 
 
EXHIBIT H – 
ASSUMPTIONS 
& 
CLARIFICATIONS

ST2009.401
 
 
 
 
GMP 2 90% Plans & Specifications Dobson Road Improvements: Intel Driveways #1 and #4 
 
GMP 2 90% Plans & Specifications Assumptions and Clarifications 
 
The Total GMP 2 90% Plans & Specifications is $ 3,030,177.90 per the schedule of values. 
 
 
The GMP 2 90% Cost Model is based on the following: 
o 
Dobson Road Improvements Intel Driveways #1 & #4 ST2009.201 Plans, Dated 02/23/2022, 
prepared by Olsson. 
o 
Geotechnical Evaluation, REV Dated 02/23/2022, prepared by Olsson‐Premier. 
o 
Technical Specifications, Dated 02/2022, prepared by Olsson, EPG, & Lee Engineering. 
 
                        
 
Construction of Dobson Road and Intel Driveway #1 & #4 will include routing all traffic to one lane on each 
side of the road per the project build sequence and phase map provided within. 
 
Any revisions and scope change from 90% plans to 100% plans will be paid for under 800.00012 
Allowance. 
 
GMP 2 90% Cost Model reflects projected pricing for aggregates through 06/30/2022, concrete through 
03/31/2023, and asphalt through 12/31/2022. Material availability and pricing subject to change based on 
supplier terms and conditions. Material increases from April 18, 2022, to date of material delivery will be 
included as a cost billed under 800.00011 Allowance as needed. 
 
GMP2 90% Cost Model based on Draft CPM schedule provided within. Final CPM Schedule to be provided 
at 100% Plans & Specs. 
 
GMP2 90% Cost Model based on EVAC approved asphalt mix material with no Polymer or Rubber. 
 
GMP2 90% Cost Model does not include relocation of any utilities. Potholing of existing utilities is 
currently taken place, any utilities found in conflict during potholing or construction will be relocated as 
part of the Allowance for additional work. 
 
GMP2 90% Cost Model assumes all onsite materials are suitable for used as fill. 
 
Allowance/Contingency items include the following. 
 
 
800.00001 Allowance: Roadway And Concrete Flatwork – The purpose of this allowance is to provide a 
funding source for any additional roadway and concrete flatwork work as approved by City 
Representatives. 
 
800.00002 Allowance: Landscaping – The purpose of the allowance is to create a funding source for any 
additional landscaping work as approved by City Representatives. 
 
800.00003 Allowance: Traffic Signal And Communications Facilities – The purpose of this allowance is to 
provide a funding source for any additional traffic signal and communication facilities work as approved 
by City Representatives. In addition to what is define in the 90% Technical Specification this allowance 
includes unknown work in Driveway #1 (Plan Drawing C3 Sheet 6 of 45) to relocate/adjust existing 
conduit, wire, junction boxes, Electrical Cabinets, and any pole foundations affecting the sidewalk ramps 
finish grade. Assuming Driveway #1 unknown scope of work will be needed an allowance increase of 
$50,000 from what was originally budgeted in the Engineer’s Cost Estimate for DW#1 will help provide 
funding for unforeseen conflicts & a relocation design to the 100% Plans & Specs. 
 
800.00004 Allowance: SRP Electrical – The purpose of this allowance is to provide a funding source for 
coordination and paying all necessary fees for permit and hook up to SRP to install a complete functioning

ST2009.401
 
 
 
 
electrical service to power the irrigation controllers and streetlighting. This item will include providing all 
permits, connection fees, foundations, junction boxes, conduit risers, conduit sweeps, coordination, and 
required protection when working near overhead lines required by SRP to provide the electrical 
connection from the SRP transformer to the proposed service meter pedestal. 
 
800.00005 Allowance: Furnish And Install Temporary Fencing – The purpose of this allowance is to provide 
a funding source for furnishing and installing any temporary fencing and gates as approved by City 
Representatives. 
 
800.00006 Allowance: Wet Utilities – The purpose of the allowance is to create a funding source for any 
additional wet utility (water, sanitary sewer, reclaimed water) work as approved by City Representatives. 
 
800.00007 Allowance: Dry Utilities – The purpose of the allowance is to create a funding source for any 
additional dry utility work as approved by City Representatives. 
 
800.00008 Allowance: Strom Drain – The purpose of the allowance is to create a funding source for any 
additional storm drain work as approved by City Representatives. 
 
800.00009 Allowance: Removals – The purpose of the allowance is to create a funding source for any 
additional removal work as approved by City Representatives. 
 
800.00010 Allowance: Subgrade Mitigation – The purpose of the allowance is to provide a funding source 
for any subgrade remediation and additional work required due to unknown surface and subsurface 
conditions that may be encountered during construction. Including but not limited to analysis and testing 
of soils, furnishing, and installing approved remediation methods such as geogrid, soil cement, and/or 
over excavation of material, etc. 
 
800.00011 Allowance: Material, Labor & Equipment Increases – This allowance is to provide a funding 
source for any potential materials, labor, and/or equipment market cost increases during the lifetime of 
the project. 
 
800.00012 Allowance: Scope Change From 90% Plans & Specs to 100% Plans & Specs – This allowance is 
to provide a funding source for any scope changes from the current 90% Plans & Specs to the 100% Plans 
& Specs.