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Project Name: Tumbleweed Park Softball & Baseball Filed Complex CO 1
Page 1
Project No.: PR2106.401
Rev. 1/24/23
1
CHANGE ORDER NO.
DATE
1/25/23
Change Order not valid until signed by both the City and the Contractor. Contractor’s signature indicates
Agreement herewith, including any adjustments in the Agreement Price or Agreement Time.
Project Name:
Tumbleweed Park Softball & Baseball Field Complex
Project No.:
PR2106.401
User Dept.:
Community Services
NTP Date:
1/25/2023
TO:
Hunter Contracting Co.
701 N. Cooper Road Gilbert, AZ 85233
(CONTRACTOR)
(Address)
Contractor must make the following changes to this Agreement: (Detail scope change (Exh. A) / cost
breakdown (Exh. B), if needed)
Scope includes all labor, equipment, materials, supervision, and subcontractors to construct the infrastructure
(grading, drainage, utilities, etc.) and site programming; including the artificial turf softball fields,
restroom/concession building, parking lots, concrete flatwork, signage, associated fence, site furniture, monument
signs and work for the extension of Pioneer Parkway from its current ending point to Ryan Road. (see Exh. A)
Amendment authorized by Owner name: Mickey Ohland
Date: 1/24/2023
Original Agreement amount:
$2,525,938.03
Previous Change Order total:
$n/a
Last Agreement amount approved by Council:
$2,525,938.03
This Change Order:
$18,977,649.41
This Change Order + previous Change Order(s) not approved by Council total:
$18,977,649.41
Revised Agreement total:
$21,503,587.44
Council Approval Required (yes indicates approval required)
Yes
No
Change Order(s) total over $100,000:
☒
☐
Change Order(s) total causes Agreement to exceed $100,000:
☒
☐
Agreement Time
Agreement time prior to this Change Order (including previous change
order(s):
180
Calendar Days
Net change resulting from this Change Order:
365
Calendar Days
Revised Agreement time (including this Change Order):
545
Calendar Days
Council Approval (if applicable)
Council Approval Date: February 23, 2023 Item No. 6
THE ABOVE IS AGREED TO BY:
"CITY" CITY OF CHANDLER
MAYOR
RECOMMENDED BY:
Kimberly Moon, P.E.
CIP City Engineer
APPROVED AS TO FORM:
City Attorney
ATTEST:
City Clerk
C:
Owner I Project Mgr
Seal
"CONTRACTOR"
Hunter Contracting Co.
Signature
Charles English
Print Name
President
Title
chucke@huntercontracting.com
Signer Email Address
Project Name: Tumbleweed Park Softball & Baseball Filed Complex CO 1
Project No.: PR2106.401
Rev. 1 /24/23
1/30/23
Date
Page 2
701 N. Cooper Rd.
Gilbert, AZ 85233
Phone: 480-892-0521
Fax: 480-892-4932
Tumbleweed Park Softball Complex
GMP 2 – Park & Pioneer Pkwy @ 90% Plans
Project No: PR2106.401
Submitted:
January 16, 2023
Exhibit A
TABLE OF CONTENTS
COVER PAGE
1
TABLE OF CONTENTS
2
PROJECT DESCRIPTION
3
SUMMARY
4
SCHEDULE OF VALUES
5 – 11
ASSUMPTIONS & CLARIFICATIONS
12 – 14
LIST OF SUBCONTRACTORS
15 – 16
QUOTES / BACKUP DOCUMENTS
17 – 93
LIST OF GMP PLANS AND SPECIFICATIONS 94
PROJECT DESCRIPTION
This project is for the construction of a lighted softball field complex at Tumbleweed
Park, located at 2250 South McQueen Road. This project will include four (4)
softball/baseball fields, parking, restroom, internal Pioneer Parkway roadway extension,
including all required infrastructure improvements to provide water, sewer, storm drain,
and electrical systems. Tumbleweed Park is in the square mile bordered by Germann,
McQueen, and Queen Creek Roads, and Arizona Avenue, Chandler, Arizona. This
portion of the project bordered by the UPRR, Ryan Rd, Pioneer Parkway and the
Hamilton St alignment.
GMP 2 DESCRIPTION
This GMP is for the construction scope which includes all of the labor, equipment,
materials, supervision, and subcontractors to construct the infrastructure (grading,
drainage, utilities, etc) and site programming; including the artificial turf softball fields,
restroom/concession building, parking lots, concrete flatwork, signage, associated
fence, site furniture, monument signs and work for the extension of Pioneer Parkway
from it’s current ending point to Ryan Rd.
Not included in this scope is any work for SRP Irrigation, Ryan Rd ½ street
improvements, Railroad Crossing, and all intersection improvements at McQueen and
Ryan Rd.
EXHIBIT D
CM @ RISK GMP SUMMARY
Date:
1/16/2023
GMP 2: 90%
Amount
A. Cost of Work
A1 Cost of Work (self perform, no mark-up)
$2,258,045.22
A2 Cost of Work (subcontractors, suppliers, material)
$11,995,793.75
TOTAL COST OF WORK:
$14,253,838.97
B. General Conditions
$793,878.82
$15,047,717.79
C. CM@Risk's Fee
8.50%
$1,279,056.01
SUBTOTAL 2 (A + B + C):
$16,326,773.80
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
0.77%
$125,716.16
D1.1 Precon Bond
$1,200.00
D2 Insurance
1.00%
$163,267.74
$290,183.90
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$16,616,957.70
E. Sales Tax
E1 Sales Tax
5.07%
$842,479.76
E2 Tax Credits
$0.00
$842,479.76
F. Approved Allowances
F1 Owner's Allowance
$0.00
F2 Owner's Allowance for Water and Wastewater
$0.00
$0.00
G. Contingencies
G1 Owner Contingency
2.00%
$379,552.99
G2 Project Contingency (Design Development & Contract
6.00%
$1,138,658.96
$1,518,211.95
$18,977,649.41
Establishment of Values:
a. Cost of Work (A) and Allowances (F) 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
TOTAL CONTINGENCIES:
TOTAL GMP PROPOSAL:
City of Chandler Project No.: PR2106.202
SUBTOTAL 1 (Cost of Work) (A + B):
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
TOTAL ALLOWANCES:
Project Name: Tumbleweed Park Softball Complex
Project Location: Pioneer Pkwy / Ryan Rd
Tumbleweed Park Ballfield Complex
Date:
1/16/23
Project No. PR2106.202
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
1
Park Improvements
1
LS
11,923,928.92
$
1.1
Grading & Drainage
1,430,132.62
$
212-01
1.1.1
Earthwork Mobilization
1
EA
6,839.20
$
6,839.20
$
212-01
1.1.2
Clearing & Grubbing
32
AC
944.29
$
30,217.28
$
1.1.3
Pre-wet Site
32
AC
8,877.71
$
284,086.72
$
212-01
1.1.4
Precompact/Ongrade Prep Fill Areas
101,640
SY
0.45
$
45,738.00
$
212-01
1.1.5
Excavation
28,485
CY
6.28
$
178,885.80
$
431-01
1.1.6
Structural Soil
435
CY
186.93
$
81,314.55
$
212-01
1.1.7
Export
6,799
CY
27.17
$
184,728.83
$
212-01
1.1.8
Site Rough Grade +/- 0.1'
154,525
SY
0.60
$
92,715.00
$
212-01
1.1.9
Site Finish Grade (Post Utilities) - Hunter
154,525
SY
1.19
$
183,884.75
$
1.1.10
6" Storm Drain Pipe (HDPE) ( Sidewalk Drain - 12 EA)
12
EA
455.36
$
5,464.32
$
1.1.11
12" Storm Drain Pipe (HDPE)
172
LF
101.27
$
17,418.44
$
618-01
1.1.12
15" Storm Drain Pipe (RGRCP) (was on 60%)
1
LS
-
$
-
$
618-02
1.1.13
15" Storm Drain Pipe (HDPE)
206
LF
107.79
$
22,204.74
$
618-02
1.1.14
18" Storm Drain Pipe (HDPE)
126
LF
111.11
$
13,999.86
$
1.1.15
24" Storm Drain Pipe (HDPE)
507
LF
114.71
$
58,157.97
$
1.1.16
24" Storm Drain Pipe (RGRCP CLASS V)
54
LF
187.96
$
10,149.84
$
618-03
1.1.17
30" Flood Irrigation Pipe (RGRCP CLASS III) (was on 60%)
1
LS
-
$
-
$
505-07
1.1.18
Concrete Catch Basin Per COP Det. P-1569-1 (was on 60%)
1
LS
-
$
-
$
1.1.19
Concrete Catch Basin Per COP Det. P-1569-1 - 3' Wing
2
EA
8,592.14
$
17,184.28
$
1.1.20
Concrete Catch Basin Per COP Det. P-1569-1 - 6' Wing
1
EA
8,494.13
$
8,494.13
$
1.1.21
Concrete Catch Basin Per COP Det. P-1569-1 - No Wing
1
EA
6,579.31
$
6,579.31
$
505-02
1.1.22
Concrete Headwall MAG 501 w/ Trash Rack COC C-503
4
EA
6,655.26
$
26,621.04
$
505-03
1.1.23
Drywell System Per COC Std. Det. C-501
2
EA
29,348.78
$
58,697.56
$
1.1.24
Bubble-Up Structure - Detail 3 Sheet 52
12
EA
7,749.84
$
92,998.08
$
505-01
1.1.25
Concrete Scupper Per COC Std. Det. C-500 (Modified) (was on
60%)
1
LS
-
$
-
$
220-01
1.1.26
Riprap (D50=6”, T=12”)
17
CY
220.76
$
3,752.92
$
1.2
Sewer
29,386.52
$
615-01
1.2.1
6" PVC, SDR-26 Sewer Line and Fittings
190
LF
132.03
$
25,085.70
$
615-02
1.2.2
Sewer Clean Out Per Detail
1
EA
432.52
$
432.52
$
615-03
1.2.3
Adjust Sewer Manhole
2
EA
1,301.63
$
2,603.26
$
1.2.4
Adjust Sewer Cleanout
2
EA
632.52
$
1,265.04
$
1.3
Water
33,512.95
$
610-01
1.3.1
2" Sch. 40 PVC Waterline and Fittings
450
LF
67.95
$
30,577.50
$
610-02
1.3.2
2" Reduce Pressure Backflow Prevention Unit & Cage
1
EA
2,935.45
$
2,935.45
$
1.4
Electrical & Lighting
1,015,375.04
$
801-01
1.4.1
Electrical Mobilization
1
EA
2,500.00
$
2,500.00
$
801-08
1.4.2
Metered Electrical SES Modifications
1
LS
8,000.00
$
8,000.00
$
801-02
1.4.3
Conduit, Conductors & Pull Boxes
1
LS
655,192.00
$
655,192.00
$
801-07
1.4.4
Power Connection to Booster Pump
1
LS
35,000.00
$
35,000.00
$
801-05
1.4.5
LED Area Lights on Concrete Pole
100
EA
4,000.00
$
400,000.00
$
801-06
1.4.6
LED Shade Structure Lighting and Receptacle
1
LS
1,500.00
$
1,500.00
$
801-01
1.4.7
LED Area Light Installed on Sports Lighting Pole
12
EA
1,166.67
$
14,000.04
$
801-04
1.4.8
Control Equipment Installed in Electrical Service Entrance
Section
1
LS
5,000.00
$
5,000.00
$
801-09
1.4.9
Musco Sports Lighting - Install Only
24
EA
5,000.00
$
120,000.00
$
801-11
1.4.10
Communication Conduit, Boxes & Vaults
1
LS
45,000.00
$
45,000.00
$
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
901-01
1.4.11
Electronic Scoreboard
4
EA
19,700.00
$
78,800.00
$
1.4.12
Electrical Subcontractor Bond
1
LS
45,150.00
$
45,150.00
$
1.4.13
Long Lead Procurement Materials included above, GMP 1
Electrical
(1)
LS
394,767.00
$
(394,767.00)
$
1.5
Fields
3,971,948.95
$
903-03
1.5.1
Ballfield Drainage
1
LS
376,449.00
$
376,449.00
$
903-02
1.5.2
Ballfield - 6" ABC Subbase with Laser Grading
15,430
TN
45.00
$
694,350.00
$
903-04
1.5.3
Ballfield - 6" x 10" Curb w/Trex Nailer Board
4,110
LF
63.00
$
258,930.00
$
1.5.4
Dust Control
1
LS
16,560.00
$
16,560.00
$
1.5.5
Fine grade subgrade to Finish Grade
435,000
SF
0.04
$
17,400.00
$
903-05
1.5.6
Ballfield - Artificial Turf (with Infill and Striping)
415,265
SF
6.01
$
2,495,742.65
$
430-08
1.5.7
Spectator - Artificial Turf
16,842
SF
5.65
$
95,157.30
$
1.5.8
Concrete with Nailer at J-Box and Light Bases
31
EA
560.00
$
17,360.00
$
1.6
Landscaping
1,500,519.52
$
440-01
1.6.1
Sprinkler Irrigation System - Incl. Sleeves
1
LS
887,055.00
$
887,055.00
$
1.6.2
Landscape Grading and Dust Control
1
LS
98,350.00
$
98,350.00
$
430-01
1.6.3
Tree (48" Box)
22
EA
1,733.00
$
38,126.00
$
430-02
1.6.4
Tree (24" Box)
503
EA
295.00
$
148,385.00
$
1.6.5
Accents (5 Gal.)
520
EA
23.00
$
11,960.00
$
430-03
1.6.6
Shrub (5 Gal.)
1,755
EA
21.50
$
37,732.50
$
430-04
1.6.7
Shrub (1 Gal.)
453
EA
7.80
$
3,533.40
$
430-05
1.6.8
Decomposed Granite 2" Depth (Landscaping)
409,300
SF
0.50
$
204,650.00
$
1.6.9
Decomposed Granite - 4" Depth (Landscaping 3:1 Slopes)
3,781
SF
1.00
$
3,781.00
$
430-06
1.6.10
Stabilized Decomposed Granite 3" Depth (Path)
9,360
SF
1.50
$
14,040.00
$
1.6.11
Rip Rap - T = 12"
451
SF
4.10
$
1,849.10
$
430-07
1.6.12
Turf - Midiron Sod
112,700
SF
0.72
$
81,144.00
$
1.6.13
90 Day Maintenance (Post Construction)
3
MO
8,400.00
$
25,200.00
$
1.6.14
Buy Water for Landscaping Maintenance During Construction
4
MO
18,250.00
$
73,000.00
$
1.6.15
Landscaping Subcontractor Bond
1
LS
42,115.00
$
42,115.00
$
1.6.16
Long Lead Procurement Materials included above, GMP 1
Landscaping
(1)
LS
170,401.48
$
(170,401.48)
$
1.7
Fence & Gates
776,106.00
$
420-01
1.7.1
Chain Link Fence (6-ft Ht. Outfield, 6 Gauge, incl Gates)
5,092
LF
50.50
$
257,146.00
$
420-02
1.7.2
Dugout, Chain Link Fence w/cover & gates (8' Ht, 6 Gauge)
8
EA
25,205.00
$
201,640.00
$
420-03
1.7.3
Chain Link Fence Backstop (16' and 24' Ht)
4
EA
55,800.00
$
223,200.00
$
515-03
1.7.4
Steel Picket Fence (6-ft Ht)
150
LF
88.00
$
13,200.00
$
515-04
1.7.5
Steel Picket Gate (Double, 6-ft Ht x 22-ft Opening)
2
EA
14,750.00
$
29,500.00
$
901-02
1.7.6
Foul Line Poles
8
EA
4,600.00
$
36,800.00
$
1.7.7
Fencing Subcontractor Bond
1
LS
14,620.00
$
14,620.00
$
1.8
Concrete & Masonry
1,918,278.59
$
340-01
1.8.1
Combined Curb & Gutter, MAG Std. Det. 220, Type "A", H=6"
7,483
LF
26.15
$
195,680.45
$
340-02
1.8.2
Concrete Single Curb, MAG Std. Det. 222, Type A & B
418
LF
32.72
$
13,676.96
$
340-03
1.8.3
Ribbon Curb Per MAG Std. 220-1, Type B
134
LF
36.67
$
4,913.78
$
340-04
1.8.4
Roll Curb Per MAG Std. 220, Type C & D
481
LF
36.67
$
17,638.27
$
1.8.5
Sign Curb - Detail 8 Sheet 51
161
LF
52.76
$
8,494.36
$
340-05
1.8.6
Concrete Valley Gutter Per MAG Std. 240
750
SF
18.75
$
14,062.50
$
340-06
1.8.7
Concrete Header Curb Per Det. 5, Sht. 37, 6" W x 10" H
3,430
LF
19.51
$
66,919.30
$
1.8.8
Concrete Light Pole Apron
24
EA
497.52
$
11,940.48
$
340-07
1.8.9
Concrete Turndown Edge Per Det.
1,757
LF
7.37
$
12,949.09
$
340-08
1.8.10
Concrete Sidewalk Per MAG Std. 230 (5" Thick)
74,573
SF
9.12
$
680,105.76
$
340-08
1.8.11
Decorative Concrete Sidewalk (5" Thick)
3,087
SF
13.54
$
41,797.98
$
340-09
1.8.12
Concrete Sidewalk Per MAG Std. 230 (7" Thick)
33,764
SF
11.79
$
398,077.56
$
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
1.8.13
Decorative Concrete Sidewalk (7" Thick)
3,053
SF
12.75
$
38,925.75
$
340-10
1.8.14
Curb Ramp COC C-258-1 for Loading Zone
1
EA
1,892.69
$
1,892.69
$
1.8.15
Perpendicular Curb Ramp MAG 238-1
13
EA
3,283.53
$
42,685.89
$
1.8.16
Perpendicular Curb Ramp MAG 238-4
4
EA
2,732.84
$
10,931.36
$
1.8.17
Curb Ramp COC C-258
11
EA
2,576.47
$
28,341.17
$
505-04
1.8.18
Concrete Stairs (at Dugout)
1
LS
18,926.24
$
18,926.24
$
510-01
1.8.19
CMU Seat Wall (24" Ht, 8" CMU) - Self Perform
808
LF
168.66
$
136,277.28
$
510-02
1.8.20
CMU Seat Wall (24" Ht, 10" CMU) - Self Perform
182
LF
163.86
$
29,822.52
$
510-03
1.8.21
CMU Dugout Wall (36" Ht) - Self Perform
384
LF
252.00
$
96,768.00
$
510-04
1.8.22
CMU Screen Wall
235
LF
201.92
$
47,451.20
$
1.8.23
Long Lead Procurement Materials included above, GMP 1
Masonry
-
LS
-
$
-
$
1.9
Surfacing
636,076.08
$
310-01
1.9.1
6" A.B.C. (Parking Lot)
13,580
SY
12.78
$
173,552.40
$
1.9.2
8" A.B.C. (Parking Lot)
6,421
SY
15.49
$
99,461.29
$
321-01
1.9.3
2" ACSC, 1/2" Mix (EVAC) (Parking Lot)
13,580
SY
14.98
$
203,428.40
$
1.9.4
3" ACSC, 1/2" Mix (EVAC) (Parking Lot)
6,421
SY
20.72
$
133,043.12
$
1.9.5
AC Thickened Edge MAG 201 Type A
127
LF
-
$
-
$
402-01
1.9.6
Parking Lot Striping
1
LS
6,843.87
$
6,843.87
$
402-03
1.9.7
Accessible Parking Sign & Post Per Det. 1, Sheet 37
16
EA
465.00
$
7,440.00
$
410-01
1.9.8
Precast Safety Curb Stop Per MAG Std. 150, Type B-3.
16
EA
77.00
$
1,232.00
$
1.9.9
Asphalt Pavement Subcontractor Bond
1
LS
11,075.00
$
11,075.00
$
1.10
Amenities & Shade
612,592.65
$
342-01
1.10.1
Concrete Pavers - 60% Plans
1
LS
-
$
-
$
901-03
1.10.2
Park Bench - Detail 1 Sheet 58
10
EA
1,527.52
$
15,275.20
$
901-04
1.10.3
Dugout Bench
8
EA
3,719.81
$
29,758.48
$
901-06
1.10.4
Picnic Table - Detail 2 Sheet 58
20
EA
1,925.52
$
38,510.40
$
901-07
1.10.5
Bike Rack - Not Shown on Plans
2
EA
1,090.52
$
2,181.04
$
901-08
1.10.6
Trash Receptacle Per Det.
35
EA
1,486.52
$
52,028.20
$
901-11
1.10.7
Dog Waste Station Per Det.
3
EA
2,196.81
$
6,590.43
$
1.10.8
Bases, Pitching Rubber and Home Plate
4
EA
3,575.00
$
14,300.00
$
901-05
1.10.9
Bat Rack - No Detail
8
EA
649.38
$
5,195.04
$
1.10.10 Helmet Cubby
8
EA
3,470.63
$
27,765.04
$
1.10.11 Portable Pitching Mound
4
EA
4,000.00
$
16,000.00
$
905-01
1.10.12 Entry Arch Structure
2
EA
25,847.91
$
51,695.82
$
901-09
1.10.13 Park Rules Sign Post (Panel by Owner) Per Det.
2
EA
5,000.00
$
10,000.00
$
901-10
1.10.14 Reclaimed Water Sign Per Det.
20
EA
330.00
$
6,600.00
$
1.10.15 Passenger Loading Sign
2
EA
330.00
$
660.00
$
902-01
1.10.16 Fabric Shade Structures
4
EA
68,101.25
$
272,405.00
$
904-01
1.10.17 Ramada Structure
2
EA
24,742.50
$
49,485.00
$
1.10.18 Shade Subcontractor Bond
1
LS
14,143.00
$
14,143.00
$
2
Restroom
869,318.94
$
906-01
2.1
Building Earthwork
1
LS
25,000.00
$
25,000.00
$
906-01
2.2
Building Concrete
1
LS
62,875.00
$
62,875.00
$
906-02
2.3
Building Masonry
1
LS
79,949.64
$
79,949.64
$
906-03
2.4
Building Metals
1
LS
159,357.87
$
159,357.87
$
2.5
Building Wood, Plastics, Composites
1
LS
7,500.00
$
7,500.00
$
2.6
Building Thermal & Moisture Protection
1
LS
15,850.00
$
15,850.00
$
2.70
Building Openings
1
LS
40,775.00
$
40,775.00
$
906-04
2.8
Building Finishes
1
LS
17,844.90
$
17,844.90
$
906-05
2.9
Building Specialties
1
LS
10,237.50
$
10,237.50
$
906-06
2.1
Building Plumbing & Fire Suppression
1
LS
209,070.00
$
209,070.00
$
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
906-07
2.11
Building Electrical
1
LS
48,189.90
$
48,189.90
$
2.12
Building Communications
1
LS
8,000.00
$
8,000.00
$
2.13
Building Fees, Insurance & General Requirements
1
LS
160,077.13
$
160,077.13
$
2.14
Building Subcontractor Bond
1
LS
24,592.00
$
24,592.00
$
3
Pioneer Parkway Improvements
672,357.19
$
3.1
Removals
100,103.17
$
3.1.1
Remove Existing AC Pavement
243
SY
20.55
$
4,993.65
$
3.1.2
Remove Headwall
4
EA
3,080.10
$
12,320.40
$
3.1.3
Remove RCP - Various Sizes
32
LF
114.34
$
3,658.88
$
3.1.4
Remove Concrete-Lined Ditch
1,295
LF
18.01
$
23,322.95
$
3.1.5
Remove Existing Sidewalk (4" Thick)
1,251
SF
7.88
$
9,857.88
$
3.1.6
Remove Existing Curb & Gutter
86
LF
9.85
$
847.10
$
3.1.7
Remove Barricades
85
LF
19.47
$
1,654.95
$
3.1.8
Remove Trees
4
EA
1,877.00
$
7,508.00
$
3.1.9
Remove Fence
140
LF
12.15
$
1,701.00
$
3.1.10
Remove and Salvage Curb Stops
78
EA
86.80
$
6,770.40
$
3.1.11
Remove and Salvage Gates
3
EA
486.07
$
1,458.21
$
3.1.12
Adjust Chain Link Fence to Grade
95
LF
11.15
$
1,059.25
$
3.1.13
Remove Split Rail Fence
35
LF
11.15
$
390.25
$
3.1.14
Remove Rip Rap
80
CY
20.30
$
1,624.00
$
3.1.15
Relocate/Install Roadway Signage
1
LS
6,796.00
$
6,796.00
$
3.1.16
Remove 12" DIP Water Line
401
LF
40.25
$
16,140.25
$
3.2
Grading & Drainage
58,334.77
$
212-01
3.2.1
Clear & Grub - 60% Plans
1
EA
-
$
-
$
212-01
3.2.2
Prewet Site - 60% Plans
1
EA
-
$
-
$
212-01
3.2.3
Precompact/Ongrade Prep Fill Areas - 60% Plans
1
EA
-
$
-
$
212-01
3.2.4
Excavation - 60% Plans
1
EA
-
$
-
$
212-01
3.2.5
Import/Export - 60% Plans
1
EA
-
$
-
$
212-01
3.2.6
Site Rough Grade +/- 0.1' - 60% Plans
1
EA
-
$
-
$
212-01
3.2.7
Site Finish Grade (post utilities & other activities)
6,813
SY
1.31
$
8,925.03
$
505-08
3.2.8
Concrete Catch Basin Per COP Det. P-1569-1 - 6' Wing
2
EA
9,028.09
$
18,056.18
$
3.2.9
Concrete Catch Basin Per COP Det. P-1569-1 - No Wing
1
EA
6,579.31
$
6,579.31
$
3.2.10
Concrete Scupper COC C-500 (Modified)
1
EA
9,374.51
$
9,374.51
$
3.2.11
Barricade - MAG 130
47
LF
111.70
$
5,249.90
$
3.2.12
24" Storm Drain Pipe (RGRCP CLASS III)
54
LF
187.96
$
10,149.84
$
3.3
Water
150,601.92
$
610-04
3.3.1
8" Water Pipe, Fittings, & Polywrap
1,050
LF
67.97
$
71,368.50
$
610-03
3.3.2
6" Ductile Iron Water Pipe, Fittings, & Polywrap
26
LF
117.93
$
3,066.18
$
631-02
3.3.3
4" Water Meter Service Connect Complete Per COC Std. Det. C-
316
67
LF
92.53
$
6,199.51
$
505-05
3.3.4
3” Water Meter Vault Per COC DET. C-316 w/(2) 4" to 3"
Reducers
1
EA
18,190.02
$
18,190.02
$
631-01
3.3.5
2" Water Meter Service Connect Complete Per COC Std. Det. C-
301
65
LF
124.03
$
8,061.95
$
630-03
3.3.6
8" Valve, Box & Cover, Per COC Std. Det. C-307, 317, and 318
3
EA
579.08
$
1,737.24
$
3.3.7
2" Air Release Valve
1
EA
1,246.66
$
1,246.66
$
630-02
3.3.8
6" Valve, Box & Cover, Per COC Std. Det. C-307 and C-317
2
EA
676.74
$
1,353.48
$
610-06
3.3.9
Fire Hydrant Per COC Std. Det. C-303
2
EA
968.36
$
1,936.72
$
3.3.10
Encase Existing Sewer in Concrete
21
LF
55.20
$
1,159.20
$
3.3.11
12" Water Pipe, Fittings, & Polywrap
320
LF
97.86
$
31,315.20
$
3.3.12
12" Tie In
2
EA
2,483.63
$
4,967.26
$
3.4
Concrete
99,340.56
$
3.4.1
Combined Curb & Gutter, MAG Std. Det. 220, Type "A", H=4"
1,814
LF
23.24
$
42,157.36
$
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
340-01
3.4.2
Combined Curb & Gutter, MAG Std. Det. 220, Type "A", H=6"
145
LF
37.36
$
5,417.20
$
340-02
3.4.3
Concrete Single Curb, MAG Std. Det. 222, Type "A" & "B"
1,599
LF
20.70
$
33,099.30
$
3.4.4
Concrete Roll Curb MAG 220-1 Type C
25
LF
36.67
$
916.75
$
340-11
3.4.5
Concrete Apron & Valley Gutter, MAG Std. Det. 240
681
SF
18.75
$
12,768.75
$
340-12
3.4.6
Concrete Median Nose, Per COC Std. Det. C-225
60
SF
83.02
$
4,981.20
$
3.5
Surfacing
263,976.77
$
310-02
3.5.1
9" A.B.C. (Pioneer Pkwy)
5,926
SY
17.00
$
100,742.00
$
321-02
3.5.2
3" ACSC, 1/2" Mix (EVAC) with Preservative Seal (Pioneer Pkwy)
5,683
SY
20.67
$
117,467.61
$
342-02
3.5.3
Median Pavers, Per COC Std. Det. C-225
1,020
SF
5.00
$
5,100.00
$
402-02
3.5.4
Pioneer Parkway Striping
1
LS
35,667.16
$
35,667.16
$
402-04
3.5.5
Pioneer Parkway Signing
1
LS
5,000.00
$
5,000.00
$
4
Ryan Road Half-Street Improvements
-
$
4.1
Removals
-
$
350-01
4.1.1
Remove Existing AC Pavement
-
$
350-01
4.1.2
Remove Sign & Post
-
$
350-01
4.1.3
Remove Headwall
-
$
350-01
4.1.4
Remove RCP - Various Sizes
-
$
350-01
4.1.5
Remove Concrete Standpipe
-
$
350-01
4.1.6
Remove Tree
-
$
350-01
4.1.7
Remove Concrete-Lined Ditch
-
$
350-01
4.1.8
Remove Concrete Junction Box
-
$
350-01
4.1.9
Remove Fence
-
$
350-01
4.1.10
Remove & Re-Install Gate
-
$
350-01
4.1.11
Install Fence - Match Existing
-
$
350-01
4.1.12
Install Pipe Plug
-
$
350-01
4.1.13
Remove 12" DIP Water Line
-
$
4.2
Grading & Drainage
-
$
4.2.1
Precompact/Ongrade Prep Fill Areas
-
$
4.2.2
Excavation
-
$
4.2.3
Structural Soil
-
$
4.2.4
Import/Export
-
$
4.2.5
Site Rough Grade +/- 0.1'
-
$
4.2.6
Site Finish Grade (post utilities & other activities)
-
$
618-03
4.2.7
24" RCP Flood Irrigation Pipe (City)
-
$
618-04
4.2.8
Concrete Pipe Collar
-
$
505-09
4.2.9
Irrigation Structure
-
$
505-06
4.2.10
Concrete Scupper Per COC Std. Det. C-500 (Modified)
-
$
505-10
4.2.11
Concrete Spillway
-
$
505-11
4.2.12
Concrete Headwall (24" Pipe at Irrigation Channel)
-
$
220-01
4.2.13
Riprap (D50=6”, T=12”)
-
$
4.3
Water
-
$
610-05
4.3.1
12" Water Pipe, Fittings, & Polywrap
-
$
610-07
4.3.2
12" Pipe Plug with Flushing Assembly
-
$
630-03
4.3.3
12" Valve, Box & Cover, Per COC Std. Det. C-307, and C-317
-
$
4.3.4
Relocate Water Meter and Backflow Preventer
-
$
4.3.3
Adjust Water Valve
-
$
610-08
4.3.4
Relocate Fire Hydrant
-
$
4.4
Electrical & Lighting
-
$
4.4.1
Undergrounding Overhead SRP Electric
-
$
801-0
4.4.2
Street Light
-
$
801-0
4.4.3
Conduit and Trench and Conductors
-
$
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
801-0
4.4.4
Concrete Pull Box
-
$
4.5
Concrete
-
$
4.5.1
Concrete Driveway
-
$
340-01
4.5.2
Combined Curb & Gutter, MAG Std. Det. 220, Type "A", H=6"
-
$
340-03
4.5.3
Concrete Ribbon Curb
-
$
340-06
4.5.4
Concrete Sidewalk Per MAG Std. 230
-
$
340-08
4.5.5
Sidewalk Ramp
-
$
340-10
4.5.7
Concrete Apron & Valley Gutter, MAG Std. Det. 240
-
$
340-05
4.5.8
Concrete Header Curb Per Det.
-
$
4.6
Surfacing
-
$
212-01
4.6.1
Subgrade Preparation
-
$
310-02
4.6.2
12" A.B.C. (Ryan Road)
-
$
321-02
4.6.3
3" ACSC, 1/2" Mix (EVAC) with Preservative Seal (Ryan Road)
-
$
402-02
4.6.4
Ryan Road Striping
-
$
402-02
4.8.5
Ryan Road Signing
-
$
4.7
Landscaping
-
$
4.7.1
Sprinkler Irrigation System - Incl. Sleeves & Grading
-
$
4.7.2
Landscape Grading and Dust Control
-
$
430-02
4.7.1
Tree (24" Box)
-
$
430-03
4.7.2
Shrub (5 Gal.)
-
$
430-04
4.7.3
Shrub (1 Gal.)
-
$
430-05
4.7.4
Decomposed Granite 2" Depth (Landscaping)
-
$
430-07
4.7.5
Stabilized Decomposed Granite 3" Depth (Path)
-
$
4.8
SRP Irrigation
-
$
4.8.1
36" Class V RGRCP
-
$
4.8.2
30" Class V RGRCP
-
$
4.8.3
Junction Structure - Similar to MAG 504
-
$
4.8.4
Traffic Control
-
$
4.9
Railroad Crossing
-
$
4.9.1
Jack&Bore
-
$
4.9.2
4-Side Structure
-
$
4.9.3
Headwalls
-
$
4.9.4
Sidewalk
-
$
4.9.5
Curbing
-
$
4.9.6
Asphalt Pavement
-
$
4.9.7
Concrete Ditch Lining
-
$
4.9.8
RR Monitor
-
$
4.10
Ryan & McQueen Intersection
-
$
4.10.1
3-Way Traffic Signal
-
$
4.10.2
Conduit & Conductors
-
$
4.10.3
Sidewalk & Sidewalk Ramps
-
$
4.10.4
Curbing
-
$
Schedule of Values
GMP 2 - 90% - Cost Model
Spec No. Bid Item Description
Bid Qty
UM
Unit Cost
Total Cost
5
Project Requirements
788,233.92
$
109-01
5.1
Mobilization
1
LS
58,133.20
$
58,133.20
$
105-01
5.2
Construction Survey and As-Builts
1
LS
80,565.00
$
80,565.00
$
5.3
Compliance Testing (QC/QA)
1
LS
72,330.00
$
72,330.00
$
109-01
5.4
Traffic Control
1
LS
16,490.00
$
16,490.00
$
109-01
5.5
SWPPP
1
LS
102,428.92
$
102,428.92
$
109-01
5.6
Site Facilities Set Up (Fixed Costs)
1
LS
114,837.68
$
114,837.68
$
5.7
Duration Driven Costs (By Month)
12
MO
28,620.76
$
343,449.12
$
SUBTOTAL - COST
6
General Conditions
793,878.82
$
109-01
6.1
Project Manager
2,112
HR
103.91
$
219,457.92
$
109-01
6.2
Project Engineer
2,112
HR
76.26
$
161,061.12
$
109-01
6.3
Superintendent
2,112
HR
99.96
$
211,115.52
$
109-01
6.4
General Superintendent, Underground
160
HR
92.06
$
14,729.60
$
109-01
6.5
General Superintendent, Concrete
320
HR
92.06
$
29,459.20
$
109-01
6.6
Project Sponsor
160
HR
123.66
$
19,785.60
$
109-01
6.7
Project Safety Supervisor
211
HR
76.26
$
16,090.86
$
109-01
6.8
Truck, Pickup
7,187
HR
17.00
$
122,179.00
$
SUBTOTAL - GENERAL CONDITIONS
GRAND TOTAL - COST
7
Contingency
1,518,211.95
$
7.1
Design Development Contingency
2.0%
379,552.99
$
7.2
Cost Inflation Contingency
2.0%
379,552.99
$
7.3
Contractor Contingency
2.0%
379,552.99
$
7.4
Owner Contingency
2.0%
379,552.99
$
7.5
Pipe Material & Pipe Inflation Material Procurement Allowance
(not included above)
0.0%
-
$
7.6
Owner Allowance for Unforeseen Procurement (materials)
0.0%
-
$
SUBTOTAL - CONTINGENCIES
$ 15,047,717.79
$ 14,253,838.97
$ 793,878.82
$ 1,518,211.95
Tumbleweed Park Softball Complex
Project No. PR2106.202
GMP 2 @ 90% Plans
Assumptions & Clarifications
1) Section 1.1 GRADING & DRAINAGE:
a. Earthwork calculations were generated using a combination of the plans and CAD
files.
b. The Storm Drain Pipe items do not include the cost to purchase the pipe since the
pipe cost is included in GMP 1.
2) Section 1.2 SEWER
a. Due to current supply chain disruptions, materials are subject to pricing at time of
shipment. Material availability is not guaranteed.
3) Section 1.3 WATER:
a. Due to current supply chain disruptions, materials are subject to pricing at time of
shipment. Material availability is not guaranteed.
4) Section 1.4 ELECTRICAL:
a. The Musco Sports Lighting is included in GMP 1 and is not included in this GMP.
b. A line item for Long Lead Procurement Materials included in GMP 1 removes the
cost of the following electrical items since these items include materials within the
GMP 2 Schedule of Values:
i. Roadway Street Lighting
ii. Concrete Light Poles – Park
iii. Pole Mounted Fixtures – Park
iv. LED Lights for Monuments & Ramadas
v. Scoreboard
5) Section 1.5 FIELDS:
a. Underfield Drainage at 0.005% Slope with:
i. 1”x12” Varicor Flat Panel
ii. 10” & 12” HDPE
iii. Filter Fabric Underlayment
b. The Artificial Turf includes the following:
i. Shaw B1K Double Play on a NXTPlay pad
ii. Cooling Geofill Infill
iii. Grooming Equipment: One Field Sweeper + One Field Groomer
iv. Turf is standard colors with tufted and inlaid game field markings for softball
v. One GMAX test on each field
vi. One replacement turf panel set per field
vii. Warranty is Shaw Standard 8-year for products only
6) Section 1.6 LANDSCAPING:
a. A line item for Long Lead Procurement Materials included in GMP 1 removes the
cost of the landscape irrigation booster pump procurement item since this item
includes materials within the GMP 2 Schedule of Values.
7) Section 1.7 FENCES & GATES:
8) Section 1.8 CONCRETE & MASONRY:
a. Masonry, as included in this section for seat, site and dugout walls are bid with
standard gray CMU to be painted and includes a split face CMU band. This is
different than the masonry included for the restroom building
9) Section 1.9 SURFACING:
a. Asphalt is bid to be installed in a single lift for both the 2” and 3” pavement
sections. The price is for 1/2” EVAC PG70-10 Asphalt Mix and does not include
PMTR.
10) Section 1.10 AMENITIES & SHADE:
a. Fabric shade structures will be finalized with the 100% Plan Reconciliation.
Alternates will be evaluated to find the best fit for the project schedule and budget.
b. Ramadas will be finalized with the 100% Plan Reconciliation. Some ramadas have as
long as a 40-week lead time. Alternates will be evaluated to find the best fit for the
project schedule and budget.
11) Section 2 RESTROOM:
a. Masonry includes integral colored block on exterior walls and standard gray on
interior walls.
b. Items not clearly specified that are considered allowance items at this time:
i. Miscellaneous metals and Stainless steel
ii. Solid surface at wash stations
iii. Miscellaneous roof flashing
iv. Access control system at double doors
c. Floors are priced as epoxy paint. Add $25,000 to change to epoxy flooring.
12) Section 3 PIONEER PARKWAY IMPROVEMENTS:
a. Please reference the above clarifications as applicable to the work in this section.
13) Section 4 RYAN ROAD:
a. These items do not have current plans and will be included in a future GMP.
14) Section 1 PROJECT REQUIREMENTS:
a. Mobilization cost is for GMP 2 activities only.
b. Survey cost is for GMP 2 activities only.
c. Quality Control Testing is for GMP 2 activities only.
d. Dust Control costs are to maintain Maricopa County requirements for dust control
on a construction site.
e. Builders Risk Insurance is not included.
15) Section 26 CONTINGENCY:
a. Project Contingency includes Design Development and Cost Inflation Contingency to
cover the cost of design changes, adjustments and progression beyond what is
included in the 90% design.
b. Owner and Contractor Contingency is included as a percentage of the total for use
for unforeseen items during construction.
Tumbleweed Park Ballfield Complex
Date:
1/16/23
Project No. PR2106.202
GMP 2 - 90% - Cost Model
Scope
Subcontractor
Bid Total
Selected
Asphalt Pavement
Buesing
N/A
L&L Asphalt
454,065.00
$
X
Paveco
635,173.35
$
Weems Asphalt
473,322.55
$
Amenities
Dave Bang
N/A
Exerplay
485,571.79
$
X
Artificial Turf
Act Global
2,665,851.00
$
AstroTurf
2,980,535.47
$
FieldTurf
2,800,048.00
$
Shaw
2,576,647.00
$
X
Drywell
Torrent Resources
55,550.95
$
X
Pinal Excavation
56,840.00
$
Electrical
Echo Canyon Electric
1,335,142.00
$
X
Hawkeye
1,584,573.00
$
Kimbrell
2,079,303.00
$
Fabric Shade
Exerplay
272,405.00
$
Shade Industries
Shade N Net
TBD
Total Shade
USA Shade
346,330.73
$
Fence
Biddle and Brown
N/A
Diamond Iron
806,432.00
$
Regal Fence
N/A
Vulcan Fence
805,906.00
$
X
Landscaping
SiteWorks
3,121,464.55
$
Precast Concrete
Old Castle
N/A
Olson
47,230.89
$
Jensen
Incomplete
Quality Control Testing
Ninyo & Moore
72,330.00
$
RAMM
76,250.00
$
Western Technologies
81,455.00
$
ACE
N/A
SAECO
N/A
Speedie
N/A
Subcontractor Comparison
Scope
Subcontractor
Bid Total
Selected
Subcontractor Comparison
Alpha
N/A
Signage
Moyers
Incomplete
TSS
27,978.00
$
Specialty Companies
N/A
Falcon
N/A
Hawk
N/A
On It
N/A
Spear
N/A
Striping
Moyers
Incomplete
TSS
42,511.03
$
Falcon
N/A
Hawk
N/A
Franklin
N/A
Morgan
N/A
MRM
N/A
Survey
EPS Group
80,565.00
$
Benchmark
N/A
D2
N/A
Entellus
N/A
Red Mountain
N/A
Rick
N/A
Ritoch-Powell
N/A
Pathway
Declined
SWPPP
6K SWPPP
N/A
Hawk
N/A
Offsite Sweeping
21,725.00
$
Desert Services
22,605.04
$
Vertical - Building
Caliente
Declined
Capital R Construction
844,318.94
$
Overton Builders
N/A
QUOTES / BACKUP DOCUMENTS
To:
Contact:
Hunter Contracting
Steven Brinkerhoff
Tumbleweed Park (90% Plans)
Project Name:
Bid Number:
2022-1037
Fax:
Gilbert, AZ 85233
Address:
701 N Cooper Rd
Phone:
480-892-0521
Project Location:
2200 S. Hamilton Street, Chandler, AZ
Bid Date:
9/26/2022
Total Price
Unit Price
Unit
Item Description
Item #
Estimated Quantity
$2,750.00
$2,750.00
1.00
001
EACH
Mobilization:
·
Basis of Payment: EACH
$121,585.10
$21.55
5,642.00
002
SY
Asphalt Paving: 3.0" AC - Pioneer Road (1/2"
EVAC):
·
Provide Labor, Materials and Equipment for
Paving.
·
Grading performed by others shall be installed
per project specifications prior to paving.
·
Pave to a compacted depth of approximately
Three (3.0) inches, utilizing a 1/2" EVAC Hot Mix
Asphalt. Hot mix asphalt to be installed in 1 Lift.
·
Apply a Tack Coat to vertical edges, utilizing CSS
-1h (Diluted 1:1).
·
Hunter Contracting to provide Traffic Control,
Water for Rollers, Quality Control and Coring.
·
Nuclear Gauge (Provided by Hunter Contracting)
shall be present at all times, throughout the
duration of the paving operations.
·
Proposal based on utilizing PG 70-10 Liquid
Asphalt.
·
Proposal based on plans by Gavan & Barker,
dated 12/09/2022
·
Proposal based on work being performed during
normal business hours, Monday through Friday.
·
Paving Specifications: MAG Specifications
·
Basis of Payment: Per actual field measured
quantities by the SY.
·
Work to be completed on or before
5/30/2023.
$3,385.20
$0.60
5,642.00
014
SY
Preservative Seal (Pioneer Road):
·
Apply CSS-1h (Diluted 1:1) at a shot rate
of .08/GAL per SY.
·
Pioneer Road shall be closed during operations.
·
Basis of Payment: Per actual field measured
quantities, by the Square Yard.
$202,138.20
$14.85
13,612.00
034
SY
Asphalt Paving: 2.0" AC - Parks & Drives (D-1/2"):
·
Provide Labor, Materials and Equipment for
Paving.
·
Grading performed by others shall be installed
per project specifications prior to paving.
·
Pave to a compacted depth of approximately
Two (2.0) inches, utilizing a 1/2" EVAC Hot Mix
Asphalt. Hot mix asphalt to be installed in 1 Lift.
·
Apply a Tack Coat to vertical edges, utilizing CSS
-1h (Diluted 1:1).
·
Hunter Contracting to provide Traffic Control,
Water for Rollers, Quality Control and Coring.
·
Nuclear Gauge (Provided by Hunter Contracting)
shall be present at all times, throughout the
duration of the paving operations.
Page 1 of 3
1/10/2023 5:55:51 PM
Total Price
Unit Price
Unit
Item Description
Item #
Estimated Quantity
·
Proposal based on utilizing PG 70-10 Liquid
Asphalt.
·
Proposal based on plans by Gavan & Barker,
dated 12/09/2022
·
Proposal based on work being performed during
normal business hours, Monday through Friday.
·
Paving Specifications: MAG Specifications
·
Basis of Payment: Per actual field measured
quantities by the SY.
·
Work to be completed on or before
5/30/2023.
$137,268.00
$21.60
6,355.00
035
SY
Asphalt Paving: 3.0" AC - Truck Drives & Fire Lanes
(D-1/2"):
·
Provide Labor, Materials and Equipment for
Paving.
·
Grading performed by others shall be installed
per project specifications prior to paving.
·
Pave to a compacted depth of approximately
Three (3.0) inches, utilizing a 1/2" EVAC Hot Mix
Asphalt. Hot mix asphalt to be installed in 1 Lift.
·
Apply a Tack Coat to vertical edges, utilizing CSS
-1h (Diluted 1:1).
·
Hunter Contracting to provide Traffic Control,
Water for Rollers, Quality Control and Coring.
·
Nuclear Gauge (Provided by Hunter Contracting)
shall be present at all times, throughout the
duration of the paving operations.
·
Proposal based on utilizing PG 70-10 Liquid
Asphalt.
·
Proposal based on plans by Gavan & Barker,
dated 12/09/2022
·
Proposal based on work being performed during
normal business hours, Monday through Friday.
·
Paving Specifications: MAG Specifications
·
Basis of Payment: Per actual field measured
quantities by the SY.
·
Work to be completed on or before
5/30/2023.
$1,625.00
$12.50
130.00
036
LF
Asphalt Paving: Thickened Edge (D-1/2"):
·
Provide Labor, Materials and Equipment for
Asphalt Thickened Edge.
·
Grading performed by others shall be installed
per project specifications prior to paving.
·
Install Thickened Edge per plans.
·
Proposal based on plans by Gavan & Barker,
dated 12/09/2022
·
Paving Specifications: MAG Specifications
·
Basis of Payment: Per actual field measured
quantities by the Linear Foot.
$468,751.50
Total Bid Price:
Notes:
• Due to the current volatility of petroleum based products (liquid asphalt binder) and other materials required to perform our
work, this proposal is valid for 30 days from the proposal date.
• EXCLUSIONS (Unless Otherwise Stated):
Liquidated Damages,Permits, Bonds, Sales Tax, Retention of Monies, Fees, Plans, Engineering, Survey, Testing, Staking, Irrigation Repairs,
Landscaping, Notifications, As-builts, Utility Adjustments, Compaction Testing, Weed Abatement, Any Pre-Existing ADA Compliance Issues, Hard Dig
(Caliche), Traffic Control, Prime Coat, Davis Bacon & Prevailing Wages, Track-out rock and devices, SWPPP, Plant Opening Fees, Loop Detectors.
Page 2 of 3
1/10/2023 5:55:51 PM
• General Conditions:
1. To ensure the best quality and efficiency for your project, vehicles and trailers shall be coordinated and relocated by Owner prior to starting our
work. If vehicles/trailers are in our work area on the scheduled date(s) work is performed, Owner will be charged $75.00 per each vehicle/trailer
relocated.
2. Work area shall be free from standing water before starting work and remain free of water until the completion of the work. This includes
automatic sprinklers or any other water source on or around the property.
3. To ensure a safe project for all, the designated work area shall remain closed to vehicular traffic until contractor approves opening area to traffic.
4. Owner shall provide reasonable access to water source. 5. Additional charges may be applied resulting from circumstances beyond the control of
Weems Asphalt which prohibit work from being completed as scheduled. Including, but not limited to other Contractors performing unrelated work,
vehicles in work area, water from sprinklers or other fixtures, etc.
6. This proposal is based on performing the work during normal business hours.
7. Customer/Owner is solely responsible for maintaining subject property in full compliance regarding Americans With Disabilities Act (ADA) Federal
and State Laws. Customer/Owner agrees to indemnify and hold Weems Asphalt harmless from and against any and all liability, claims, expenses or
damages, including attorneys' fees, relating in any way to ADA requirements or issues.
• Terms & Conditions:
1. Proposal Valid for 30 Days. Weems Asphalt's proposal is valid for a period of 30 days from issuance. Should Customer award a contract after
that period, Weems Asphalt may reasonably adjust its proposed work, time and price for Customer's acceptance.
2. Commercially Reasonable Contract Form. Weems Asphalt conditions its proposal on the Customer's agreement to a mutually acceptable and
commercially reasonable contract form incorporating the terms set forth herein. Commercially reasonable contract forms include those published by
ConsensusDocs, see www.consensusdocs.org.
3. Prompt Payment and Lien Waivers. Customer shall make prompt payment of the contract price to Weems Asphalt in accordance with the
requirements of ARS 32-1129.01. Customer shall furnish lien waivers with its applications for payment in accordance with ARS 33-1008(D).
4. Relief for Excusable and Compensable Delays and Impacts and Unforeseen Conditions. Weems Asphalt shall not be responsible for damages to
Customer and Weems Asphalt shall be entitled to an equitable adjustment of the contract time resulting from delays and impacts not within the
reasonable control of Weems Asphalt. Weems Asphalt shall be entitled to equitable adjustments in the contract time and the contract price
resulting from delays and impacts caused by Customer or its agents and for unforeseen conditions.
5. Warranty. Weems Asphalt shall warranty its materials and workmanship for a period of one (1) year from the date of substantial completion of
Weems Asphalt's work. Weems Asphalt shall not be responsible for damage or defects in its completed work caused by Customer or others.
6. Indemnity and Insurance. Weems Asphalt shall indemnify Customer for any third-party claims, damages or expenses to the extent caused by the
negligent performance of Weems Asphalt's work by Weems Asphalt. Weems Asphalt shall have no obligation to indemnify Customer to the extent
such claims, damages or expenses are caused by Customer or anyone other than Weems Asphalt. Weems Asphalt shall furnish Customer with its
Certificate of Insurance current as of the time of contract and shall, if requested by Customer, name Customer as an additional insured of its policy
of commercial general liability insurance by endorsement reasonable acceptable to Weems Asphalt and its insurer.
7. Mutual Waiver of Consequential Damages and Limitation of Liability. Neither Weems Asphalt nor Customer shall be liable to the other for any
consequential damages. Except for damages covered by Weems Asphalt's insurance or within the scope of Weems Asphalt's obligations of
indemnity for third-party claims, Weems Asphalt shall not be liable to Customer for damages, expenses or fees in excess of the contract price
actually paid by Customer.
8. Dispute Resolution. Weems Asphalt and Customer shall endeavor to resolve any claims and disputes between them through negotiation or
privately administered mediation. Any actions brought to enforce the contract and/or claims arising from the contract or the work of Customer's
Project shall be brought in Maricopa County Superior Court.
• Paving On Others Grade Terms: Grade to be performed by others. Prior to the Paving work, Parties shall stringline the grade to ensure it has
been finished per the Plans and Specifications. Client shall be responsible for ensuring finished grade has passed all specified project requirements
prior to beginning paving operations.
Payment Terms:
NET 15 DAYS
ACCEPTED:
The above prices, specifications and conditions are satisfactory
and hereby accepted.
Buyer:
Signature:
Date of Acceptance:
CONFIRMED:
Weems Asphalt
Authorized Signature:
Estimator:
Craig Weems
(602) 679-0015 craigw@weemsasphalt.com
Page 3 of 3
1/10/2023 5:55:51 PM
DATE
1/10/2023
NUMBER
AG011023-5
QUOTATION prepared for:
City of Chandler
KS
TOTAL
PO Box 1160
Cedar Crest NM 87008-1160
Fax 505. 281.0155
Toll Free 800.457.5444
www.exerplay.com
Exerplay, Inc
PO Box 1160, Cedar Crest, NM 87008
fax to 505-281-0155 or
email to: ashley@exerplay.com
Please Issue Purchase Order to:
Quote prepared by Ashley Gonzales
Ashley@exerplay.com
REP
ITEM
DESCRIPTION
QTY
COST
TOTAL
Project
TUMBLEWEED BALLPARK COMPLEX - SHADE, RAMADA, SITE
FURNISHINGS, INSTALLATION
LANDSCAPE STRUCTURES, INC.
Skyways
CP031889 SkyWays@ Radius Joined T-Cantilever Hip. 6
Columns + 1 Extended HDPE Top / 10' Entry - Approx. 1,212 Sq.Ft.
Includes Electrical Provisions and Templates, Design 1170982-01-1
4
56,748.75
226,995.00T
Engineering
Shade Engineering Charge
1
1,250.00
1,250.00T
Freight
Freight/Shipping Charges (150-22-2337)
1
14,000.00
14,000.00T
Install
Installation of Shade Equipment. Includes pier footings. Excludes
anchorbolts and permitting (07134-3)
1
30,160.00
30,160.00T
CLASSIC RECREATION SYSTEMS, INC.
CRS
16' x 16' Cheyenne, multi-rib roof, 6:12 roof pitch, 2 tier, 8' eave
height, 4 columns, surface mount, 24 Ga. trim fascia,TGIC Poly
Powder Coat w/ Zinc Rich Primer (Standard colors only **Upcharge
for custom colors). Electrical provisions 1 ea Light & 1 ea Outlet
- NOTE - Lead time for Ramadas is approximately 40 weeks, anchor
bolts and permits by others.
2
17,540.00
35,080.00T
CRS Structu...
Structural Calculations (Includes 3 sets - 24" x 36" copies)
- NOTE - Lead time for Structural Calcs is approximately 3-4 weeks
1
1,250.00
1,250.00T
Freight
Freight/Shipping Charges (122330)
1
1,755.00
1,755.00T
CRS Install
Installation of Ramada (excludes footers, masonry & permits)
(07134-3)
2
5,700.00
11,400.00T
Webcoat
B6WBCLASSICWINGLINES 6' Standard (Ribbed Steel) Winglines
Bench, In-Ground Mount
10
1,047.00
10,470.00T
Webcoat
T8RCHDCPALT 8' Regal Accessible Rectangular Portable Table
with Centered Seats
20
1,445.00
28,900.00T
Webcoat
TR32CLASSIC 32 Gallon Classic Standard Trash Receptacle,
Receptacle Only
35
652.00
22,820.00T
Webcoat
FLATTOP32-HW Flat Top for 32 Gallon Receptacles
35
182.00
6,370.00T
Webcoat
LINER32-BLACK Plastic Liner - Black Color
35
81.00
2,835.00T
Webcoat
TR-ING-HW In-Ground Mounting Kit for All Models
35
91.00
3,185.00T
Webcoat
MSBR2XX Wave Bike Rack, 2-Hump, In-Ground Mount
2
610.00
1,220.00T
Freight
Freight/Shipping Charges (QUO0255153)
1
9,805.00
9,805.00T
Install
Installation of Webcoat Equipment (07134-3)
1
22,390.00
22,390.00T
Jaypro
PBR-14, PERMANENT BAT RACK
8
260.00
2,080.00T
Freight
Freight/Shipping Charges (22SF121610)
1
555.00
555.00T
Install
Installation of Jaypro Equipment (07134-3)
8
320.00
2,560.00T
- CONTINUED ON NEXT PAGE -
Page 1
DATE
1/10/2023
NUMBER
AG011023-5
QUOTATION prepared for:
City of Chandler
KS
TOTAL
PO Box 1160
Cedar Crest NM 87008-1160
Fax 505. 281.0155
Toll Free 800.457.5444
www.exerplay.com
Exerplay, Inc
PO Box 1160, Cedar Crest, NM 87008
fax to 505-281-0155 or
email to: ashley@exerplay.com
Please Issue Purchase Order to:
Quote prepared by Ashley Gonzales
Ashley@exerplay.com
REP
ITEM
DESCRIPTION
QTY
COST
TOTAL
Kay Park
21DSBPBA 4 FRAME ALUM DUGOUT BENCH W/ 21' ALUM
PLANK & DBL SHELF
8
2,058.00
16,464.00T
Kay Park
KDP1003 COMPLETE PET STATION DISPENSER W/ LID,
BAGS & SIGN & POST
3
535.00
1,605.00T
Freight
Freight/Shipping Charges (01092303AZ)
1
2,240.00
2,240.00T
Install
Installation of Kay Park Equipment (07134-3)
1
16,040.00
16,040.00T
Msg I
Pricing is for the above listed material and installation only and does
not include storage, security, site preparation, security fencing,
prevailing wages, TERO wages, permitting, or any applicable taxes
or bonds. Any necessary permits or special inspections are the
responsibility of the General Contractor or End Owner. To obtain a
performance/payment bond, please add 3.5%, plus appropriate tax,
of the total to this quote.
- NOTE - ExerPlay reserves the right to revise pricing if any portion
of this quote is changed or removed and may result in a delay in
ordering materials for this project.
Terms
Billing and Payment Terms:
Unless otherwise negotiated and agreed upon, ExerPlay's billing
terms are Net 30 from the date of the invoice, with approved credit.
ExerPlay's process is to bill the customer when their equipment
ships. Installation is billed upon completion. Bonds are billed when
ordered.
*New Customers are required to pay a deposit on equipment at time
of order. Deposit amount to be determined, based on credit. The
remainder of that equipment, including freight, will be billed when it
ships. Installation is billed upon completion. Bonds are billed when
ordered.
If paying by credit card, there will be a 3.5% fee added to the invoice.
KS
For more information please contact Kevin Solomon at (480)
323-0337, or kevin@exerplay.com
- PRICING IS GOOD FOR 14 DAYS -
Sales Tax: Chandler-MAR-017-R
36,771.47
36,771.47
Page 2
$508,200.47
PROPOSAL
November 29, 2022
PROJECT: Tumbleweed Park Softball Complex
Relationship Foundation – Community Values
Social Culture – Act Global has a strong social culture that motivates us to improve communities and impact kids’
lives while we execute our business objectives. Our Corporate Mission align with providing inspiration and
opportunity to help those who want to improve their world. Act Global supports Homeless World Cup, CARE,
World Vision, numerous community outreach play areas, and other charities. We were recently recognized with
another Synthetic Turf Council Philanthropy Award.
Technical Expertise - Act Global is a leader in synthetic turf research and development. We exist to improve player
safety and performance at all levels. We have demonstrated this performance on NFL fields and our proposal
features technology that we have used at the NFL level and on over 250 FIFA certified fields, not to mention our
World Rugby and Field Hockey Preferred Turf Producers credentials. In fact, our products and expertise have been
delivered in over 90 countries around the world.
Partnership Approach
Act Global looks to form partnerships around the world with a TEAM approach. These partnerships are solid and
long lasting to ensure the best Quality Service for our team and clients alike.
Player Safety Approach
Act Global delivers its player safety and performance turf through a process of R&D, manufacturing and turnkey, in-
house installation services.
2
We start with understanding injury rates and natural grass benchmarks.
This includes testing:
✓ Natural grass fields for baseball (Houston Astros and NY Yankees
spring training fields), football (NFL natural grass and Texas A&M
Kyle Field) and soccer (FIFA testing).
✓ Performance for shock absorption, traction, foot stability, skin
abrasion and ball interaction for baseball (splash, ball speed) and
soccer (ball roll and bounce).
✓ Factors for fatigue, concussion and lower extremity risks.
✓ Environmental stewardship and infill that meets European Toy
Standards, ASTM and Synthetic Turf Council Guidelines.
Turf Only Proposal
Act Global™ is pleased to submit the following proposal for the supply of the new synthetic turf playing surface for
the Tumbleweed Park Softball Complex project located in Chandler, Arizona. Act Global™ has reviewed the bid
information and bases the following proposal on the information contained in those documents.
Synthetic Turf Breakdown:
o Act Global™ DXF45 and DXF50 blended monofilament and slit-film synthetic turf system, approximately
415,265 square feet for four (4) fields with necessary waste factors, with the following compositions:
o 1.75” (45 mm) tall pile fiber height Infield
o 2” (50 mm) tall pile fiber height Outfield
o Polyethylene with exclusive 300/360 micron monofilament + 110 micron slit film
o 1/2” tufting gauge
o 8 oz/sy primary back
o 22 oz/sy polyurethane secondary backing
o 42 oz/sy face weight (grass yarn
o 30% ambient SBR crumb rubber and 70% silica sand infill mixture, by weight Infield
o 50% ambient SBR crumb rubber and 50% silica sand infill mixture, by weight Outfield
o Inlaid lines for Four (4) baseball field layout
o One (1) 2-hour training session of Owner personnel on maintenance
Turf and install Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the lump sum price of One Million Eight Hundred
Fifty Thousand Fifty-Four Dollars ($1,850,054.00)
Alternate #1: Schmitz 16mm Eco Sport Pad Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the Additive lump sum price of Four Hundred
Twenty-Seven Thousand Three Hundred Fifty-Four Dollars ($427,354.00)
Alternate #2: Brock Powerbase SP14 Pad Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the Additive lump sum price of Five Hundred Sixty-
Three Thousand Eight Hundred Thirty-Eight Dollars ($563,838.00)
3
Alternate #3: 4 lb Sand and 1 lb Brockfill in Lieu of Base Bid Sand/Rubber(Note: alternat #2 Brock pad above will
be required if this alternate is selected) Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the Additive lump sum price of Six Thousand Seven
Hundred Sixty Dollars ($6,760.00)
Alternate #4: Field Equipment Groomer / Sweeper Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the Additive lump sum price of Fifteen Thousand
Dollars ($15,000.00)
Alternate #5: Infill material necessary for 1-year of maintenance Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the Additive lump sum price of Two Thousand
Three Hundred Dollars ($2,300.00)
Alternate #6: MultiPlay Pro 3mm non-infill turf 41,540 sf in crosswalk area Proposal Pricing
Act Global™ proposes to complete the scope of work herein for the Additive lump sum price of Two Hundred
Twenty-Seven Thousand Eight Hundred Ninety-Nine Dollars ($227,899.00)
Included in the Proposed Scope of Work
•
Delivery (FOB Destination)
•
Standard wage rates
•
Sale tax
•
Provide 8-year standard warranty
•
Maintenance Manual for the care and cleaning of the synthetic turf playing surface
Act Global™ excludes any and all work not specifically included in the above scope of work.
Excluded from the Proposed Scope of Work
•
Permits, fees, or bonding costs
•
G-max testing
•
Shock pad of any kind (See alternates #1 & #2)
•
Wood nailer
•
Site or base or concrete work of any kind
•
Field grooming
•
Liquidated Damages
•
Addendums
•
Groomer and Sweeper
•
Sports field equipment of any kind
•
Relocation of any existing services
•
Any additional project site access requirements
Proposal pricing for turf colors for tufted and inlaid game markings are based upon the use of Act Global™
standard colors, unless otherwise noted herein. Specific costs and lead times are excluded from this proposal and
shall be negotiated separately upon notice and selection by Owner, unless otherwise included or noted herein.
Upon reaching a mutually agreeable schedule and upon the 100% completion of all work of trades that could be
injurious to the new synthetic turf playing surface in the area of the field, Act Global™ forces will require
unencumbered access to the material staging areas, access and haul routes, and field installation location. Act
4
Global™ shall present an anticipated installation timeframe required to complete the installation upon award of
project and execution of final contracts. Schedule shall be inclusive of shop drawing reviews, approvals,
manufacturing and delivery.
The scope of work and proposal pricing included herein are valid for a period of Thirty (30) calendar days from the
date of this proposal. Negotiations continuing beyond the date of expiration shall require the submittal of a
separate proposal, at the discretion of the parties named herein.
Adverse Weather or other Delays shall be quantified, recorded and qualified for any monthly totals exceeding
normal weather occurrences as recorded by the nearest Weather Station. Normal Adverse Weather Delays are
considered for any 24-hour period that receives greater than 0.1” precipitation or when low temperatures are 32o
Fahrenheit or below. Delays in excess of normal occurrence shall be submitted and granted for contract extension.
Date of substantial completion shall be adjusted accordingly and be based on approved contract time extensions
submitted and approved by the Owner, Design Professional-of-record and General Contractor.
Please contact Carla Peterson at (949) 514-0119 or cpeterson@actglobal.com if you have any questions or require
additional data, product specifications, samples or literature related to this proposal.
Sincerely,
Mark Weightman, MBA
Vice President
221129 295A Tumbleweed Park Softball AZ Revised
(602) 569-9377 • Fax (623) 298-1310 • Toll Free (800) 436-2279
22222 N 22nd Avenue • Phoenix, AZ 85027
www.generalacrylics.com
AZ Contractors # ROC077085/ ROC034868 • NV Contractors # 0059476 • NM Contractors # 30964 • UT Contractors # 7406753-5501
December 2, 2022
Steven Brinkerhoff
Preconstruction Manager / Estimator
Hunter Contracting
General Acrylics, Inc. and Astroturf are pleased to submit the following proposal for the (4) ball
fields at Tumbleweed Park (Chandler, AZ). Our quote is to include all labor, materials, tools and
equipment necessary to complete project as follows:
SYNTHETIC TURF SCOPE
FOUR (1) SOFTBALL-BASEBALL FIELDS
417,270 SF*
•
City of Chandler Project # PR 2106.401
•
Bid utilizing the Hunter RFP and 60% plan set, dated 9/6/2022 (111-page set)
•
Pricing and scope inclusive of Addendums # 1 and # 2
•
Each of the 4 fields will be 100% synthetic turf, no natural mix design for
batter’s boxes, pitchers mounds or warning tracks…all synthetic
•
NOTE: The corrected addendum #2 shows that qtys should total 415,265
SF. However, the above referenced qtys we calculated (417,270 SF) were
included in our pricing (for turf qtys and optional shock pad qtys as well)
•
We have reviewed the geo tech report provided by RAMM. Since the report
is several years old and none of the bores were taken in areas directly
inclusive of the field scope, we suggest that you revisit the report with RAMM.
Recently, they have modified their professional recommendations on results
similar to what the provided report shows, so we suggest being proactive and
confirming they still stand behind the orig report…(although our scope is not
directly tied to the soils reports or their recommendations, we have a lot of
experience with this topic; so please feel free to call us to discuss further, if
applcaible).
•
General Acrylics will mobilize after “others” have completed all “prep” scope for us,
(including drainage, nailer board and base course scope. AKA: leaving us a “pad” to
construct the synthetic fields on; see below)
(602) 569-9377 • Fax (623) 298-1310 • Toll Free (800) 436-2279
22222 N 22nd Avenue • Phoenix, AZ 85027
www.generalacrylics.com
AZ Contractors # ROC077085/ ROC034868 • NV Contractors # 0059476 • NM Contractors # 30964 • UT Contractors # 7406753-5501
Hunter Contracting is to provide…
o Proper, open access for equipment prior to General Acrylics, Inc. starting job.
o Water source (for any construction needs)
o Portable restroom facilities for our crew(s).
o Properly prepared sub-grade (“pad”) +/- .10’ on proper slope
o Large dumpster for us to utilize for the duration of our scope
o Survey, staking, permits, testing
o Compaction (and testing) of field sub-grade to meet 95% of maximum density
General Acrylics scope…
BASE BID
-EXCLUDES SHOCK PAD OR ALTERNATE COOLING TECHNOLOGY INFILL
This is an “economical option” for Hunter and The City of Chandler to consider:
o Install Astroturf Rootzone Diamond Blend OPS product (52 ounce, 1.5” tall synthetic
turf product) in all areas to receive green turf (including bullpens) and Astroturf
Rootzone Diamond-i-OPS product (52 ounce, 1.5” tall synthetic turf product) in all
areas to receive red clay (or brown) turf.
o Baseball/softball fields will have standard line markings (softball line package)
o There will be a 90 ounce turf product installed at the pitchers mounds and the home
plate area. This product is called the Astroturf Rootzone Diamond OPS product and it
is a very heavy duty turf (90 ounces x 1.5” tall) to allow for repetitive foot wear
patterns…VERY DURABLE (and used at many D-1 colleges and high schools around
the country)!
o We will install removable velcro inserts at batters boxes and pitchers mounds, in the 90
ounce turf product…one set is to be installed and you be provided ala carte pricing for
extra sets below, to trade out, when applicable.
o Install rubber and sand infill to meet manufactures specifications
o Standard SBR rubber and sand infill per manufacturer ratios
o NOTE: This package also includes installed Velcro panels at all 3 bases (10 x 4
sections) and these areas will also have an option below to add additional inserts to the
award.
o (8) Year Manufactures Warranty on each field (provided by Astroturf)
o Cleanup, Legal Disposal of Debris and Spoils
BASE BID:
$ 2,117,514.59
(602) 569-9377 • Fax (623) 298-1310 • Toll Free (800) 436-2279
22222 N 22nd Avenue • Phoenix, AZ 85027
www.generalacrylics.com
AZ Contractors # ROC077085/ ROC034868 • NV Contractors # 0059476 • NM Contractors # 30964 • UT Contractors # 7406753-5501
TURF UPGRADE OPTION
-STILL EXCLUDES SHOCK PAD OR ALTERNATE COOLING TECHNOLOGY INFILL
This is the preferred system for a facility that will see the amount of heavy traffic that
Tumbleweed Park will encounter:
o Install Astroturf Rootzone Diamond Blend RBI product (60 ounce, 2” tall synthetic turf
product) in all areas to receive green turf (including bullpens) and Astroturf Rootzone
Diamond-i product (60 ounce, 1.5” tall synthetic turf product) in all areas to receive red
clay (or brown) turf.
o Baseball-softball fields will have standard line markings (softball line package)
o There will be a 90 ounce turf product installed at the pitchers mounds and the home
plate area. This product is called the Astroturf Rootzone ERA product and it is a very
heavy duty turf (90 ounces x 1.5” tall) to allow for repetitive foot wear patterns…VERY
DURABLE (and used at many D-1 colleges and high schools around the country)!
o We will install removable velcro inserts at batters boxes and pitchers mounds, in the 90
ounce turf product…one set is to be installed and you be provided ala carte pricing for
extra sets below, to trade out, when applicable.
o Install rubber and sand infill to meet manufactures specifications
o Standard SBR rubber and sand infill per manufacturer ratios
o NOTE: This package also includes installed Velcro panels at all 3 bases (10 x 4
sections) and these areas will also have an option below to add additional inserts to the
award.
o (8) Year Manufactures Warranty on each field (provided by Astroturf)
o Cleanup, Legal Disposal of Debris and Spoils
PRICE FOR UPGRADED OPTION:
$ 2,289,232.95
Shock pad and cooling technology….
•
If cooling technology if requested for the ballfields, a shock pad will be required
•
Since these fields will not be soccer, football or multipurpose fields and will be SB/BB
fields, we will not offer our 19mm all rubber elayer pad (due to ball bounce/playability).
•
It would be recommended that the City of Chandler give strong consideration to the
Brock system (a combination of their SP-14 foam pad and Brockfill infill media)
•
This infill technology will provide superior cooling benefits (vs SBR rubber infill) whether
watered or not (as discussed during the onsite presentation at Dobson HS)
•
Gmax testing would be applicable in these options
I will be providing a lump sum number for you to include Brock pads and Brock fill
technology to either of the above turf options from Astroturf.
Price to use base bid turf and the brock pad with brock infill:
$ 2,980,535.47
Price to use the upgraded turf with the brock pad and brock infill:
$ 3,098,089.72
(602) 569-9377 • Fax (623) 298-1310 • Toll Free (800) 436-2279
22222 N 22nd Avenue • Phoenix, AZ 85027
www.generalacrylics.com
AZ Contractors # ROC077085/ ROC034868 • NV Contractors # 0059476 • NM Contractors # 30964 • UT Contractors # 7406753-5501
LANDSCAPE TURF
There are 2 options (STR Turf products) we will be providing for the pedestrian areas shown in
the bid docs/plans. The differences in them will be face weight and pile height, as well as nylon
vs poly (call to discuss; specs avail upon request)
$ 92,455.79
or
$ 105,556.00
ANNUAL MAINTENANCE
Astroturf and GA offer an annual one-day service per field, thru MES, for $4,000 per field, per
year. We can include up to 2 years of this service/cost in the awarded PO but each year
thereafter would have to be bid and awarded ala carte. As the field gets older the service will
turn into a 2-day service and prices will be bid for current needs but usually it is 1.5 times the
cost of a one day service. No annual infill top off will be required until later in the duration of
the warranty and will be bid ala carte at that time and can vary in price and needs from $15k+
on average/field
TURF GROOMING EQUIPMENT
Normally we include a SMG TCA 1400 groomer with every field we bid, but due to the
competitive nature of this opportunity and not knowing if more than one groomer is needed, we
would like to inform you that the price to obtain this equipment would be an additional
$12,500.00 per groomer
TURF INSERTS FOR ALL 3 BASES AND THE PITCHERS MOUND/BATTERS BOX AREAS
We will offer standard face eight products/replacement panels for the areas around each base
At home plate, pitchers mound area and the batters boxes, we will suggest our 90 ounce
product
Due to the heavy wear and use expected, we are suggesting 1 full set of replacement panel for
each year of the warranty (aka 8 sets total above and beyond what is installed during
construction)
+ $ 117,000 for extra replacement panels for 52, 60 and 90 ounce turf (depending on
option chosen above)
(602) 569-9377 • Fax (623) 298-1310 • Toll Free (800) 436-2279
22222 N 22nd Avenue • Phoenix, AZ 85027
www.generalacrylics.com
AZ Contractors # ROC077085/ ROC034868 • NV Contractors # 0059476 • NM Contractors # 30964 • UT Contractors # 7406753-5501
IMPORTANT NOTES:
1.
Taxes and Bonds are excluded from the above pricing
a.
Please add 1.125% for bonds, if applicable
2.
Priced with assumption that the entire scope (all 4 fields) will be awarded as one job/one mobilization.
Exclusions:
•
Taxes
•
Bonds (please add 1.125% if applicable)
•
Nailer board scope (in fields and landscape turf areas)
•
Foul poles
•
Fence scope (new or temporary)
1.
please call to discuss the temporary outfield fence topic (that needs to be clarified between 60%
plans and 100% plans)
•
Dugouts, bleachers, batting cage/bullpen construction
•
Any logos or letters on fields
•
Testing
•
Permits
•
Earthwork (we will require pad left at +/- .10 )
•
Survey or Staking
•
Dumpster
•
3rd party warranty
•
Pre shipment testing
•
Any irrigation or utility boxes in fields or cages
•
Portable restrooms
•
Concrete Curbs at perimeter of fields
•
Turf grooming equipment
•
Lighting
•
Sports equipment (bases by others)
•
Base sleeves (performed by earthwork contractor during their scope)
•
Scoreboards
•
Full time superintendent, we will have crew foreman assigned and main superintendant will be onsite for
milestone scopes like stringline scope, and meetings
•
Concrete flatwork
•
Soils Engineering
•
Water Source
•
Infill mix for home plate area, pitchers mound or warning tracks; as they will be 100% synthetic
•
Onsite Security
•
Cryogenic rubber
•
shock pad under the turf system (shown as alternate)
•
GMAX testing/Dynamic Cushion test (this test is not industry standard for baseball and softball fields)-will
only be performed with fields that ad pads below turf
•
Annual Turf maintenance (avail at extra cost; annual deep cleaning recommended)
•
Soil (sub-base) Stabilization
•
Location, Relocation, Repair, and/or Replacement of Any and All Utilities
•
Rock Excavation/Rock Trenching , digging of caliche soils
•
Electrical scope
•
Site Utilities
•
SWPP plans
Sincerely,
Mike Wickham
General Acrylics, Inc.
PRICING PROPOSAL
TUMBLEWEED PARK, CHANDLER AZ
ATTN: Steven Brinkerhoff w/ Hunter Contracting Co.
December 2, 2022
FieldTurf is pleased to offer to supply and install the following high performance artificial infilled turf
system.
BASE BID
FIELD NAME
Baseball Quadplex
TURF SYSTEM (Playing Fields)
DoublePlay Natural Grass / Speed Clay
SQUARE FOOTAGE
417,514 SF
TURF SYSTEM (Spectator Area)
FIT Turf
SQUARE FOOTAGE
16,349
FIELD MARKINGS
Baseball, Velcro High Wear System
TOTAL PRICE
$2,027,863.00
ALTERNATE PRICE
ADD Alternate No. 1: ThermaGreen 20mm Shock Pad
LUMP SUM
Supply and installation of a shock pad if desired. The base bid system is
specifically tuned for high performance BB/SB. Addition of a pad will yield a
surface safe for contact sports but BB/SB players will find it too soft by
comparison. Required for PureFill Cork cooling option in ALT 2.
$ 511,958.00
ADD Alternate No. 2: PureFill Cork Infill System in lieu of base bid.
LUMP SUM
Supply and installation of the PureFill Cork Infill system (Requires Shock Pad)
$ 212,792.00
DEDUCT Alternate No. 3: Natural Clay in lieu of Fast Clay System
LUMP SUM
DoublePlay Natural Clay on infield aprons in lieu of Fast Clay
($ 61,763.00)
PRICING PROPOSAL
ADD Alternate No. 4: Turf Maintenance Equipment
LUMP SUM
QTY (1) FieldTurf GroomRight Maint. Equip.
QTY (1) FieldTurf FieldSweep Main. Equip.
$ 9,719.00
PRODUCT DETAILS
FieldTurf, the worldwide leader in artificial turf, is pleased to offer the FieldTurf DoublePlay system, with
the following product characteristics:
FAST CLAY (GLUED SEAMS)
NATURAL GRASS (SEWN SEAMS)
Pile Height: 1.6 Inches
Pile Height: 2 Inches
Infill Weight: 3.5lbs angular sand & 1.5lbs
PureSelect Olive per sq.ft.
Infill Weight: 3.65 lb. sand & 2.6 lb.
ambient rubber per sq. ft.
Pile Weight: 50 oz/yd2
Pile Weight: 39 oz/yd2
Total System Weight: 798 oz/yd2
Total System Weight: 962 oz/yd2
FieldTurf has taken the necessary steps to ensure that your project will run smoothly and that the quality
promised will be the quality delivered.
PRICE INCLUDES:
a) Installation of the artificial in-filled grass surface upon a suitable base prepared by others.
b) An 8 year 3rd party pre-paid insured warranty on the FieldTurf artificial grass surface; with
exception on the home plate area, base paths and pitcher’s mound which shall be 2 years instead
of 8 years and there is no third party insurance.
c) Inlaid NFHS Baseball.
d) Inlaid NFHS Softball markings.
e) Velcro System QTY (4) Removable system for easy replacement of high traffic areas at CB, LBB,
RBB, and Pitcher’s Kickout. (1) Installed, (4) changeouts at each area.
PRICE DOES NOT INCLUDE:
a) The base upon which the FieldTurf artificial turf surface will be placed. FieldTurf shall not be
responsible for the planarity, stability, porosity, nor the approval of the base upon which the
FieldTurf surface will be installed, the drainage system, nor any construction or modification of
existing installations around the fields.
b) Any costs associated with necessary changes relating to delineation of the field.
c) The supply or installation of the field edging and perimeter nailer board.
d) The supply of or adjustment to manholes or clean-outs, grates and supply of the manhole covers.
PRICING PROPOSAL
e) Any alteration or deviation from specifications involving extra costs, which alteration or deviation
will be provided only upon executed change orders, and will become an extra charge over and
above the offered price.
f) Site security.
g) Repair or resurfacing existing asphalt parking lot if damaged by truck traffic.
h) Site restoration, sodding, landscaping or grow-in.
i)
Permit fees, Inspection fees.
j)
A vehicle to tow FieldTurf maintenance equipment.
k) Prevailing wages, union labor and other labor law levies.
l)
GMAX Testing. The above systems are intended to provided ball bounce and roll similar to
natural clay and grass on high end BB/SB field. The system is not intended to be safe for contact
sports.
m) Performance and Payment Bond fees. Bonding may be added at 1.125% of the contract price.
n) Anything not explicitly noted in the above inclusions.
o) AZ County and Local Taxes on 65% of our materials. Form 5005 to be provided by Prime
Contractor.
The price is valid for a period of 90 days. The price is subject to increase if affected by an increase in raw materials,
freight, or other manufacturing costs, a tax increase, new taxes, levies or any new legally binding imposition affecting
the transaction.
The parties recognize that the impacts of the COVID-19 pandemic are currently unpredictable and could lead to
limitations in labor availability and delays in the supply and delivery of materials, equipment or products. In addition,
as these contingencies have not been factored into this proposal; materials, equipment and/or products to be used in
performing the work may become subject to a price increase. Accordingly, it is acknowledged that the seller/FieldTurf
shall (a) not be subject to any damages for any delay due to events beyond its control and, (b) be allowed an
equitable adjustment of the time and/or of the price of this proposal or any contractual document resulting therefrom.
Please note that the seller/FieldTurf shall use its best efforts to ensure that it fulfills its commitments and will strive to
minimize any negative impacts as they may arise. Thank you for your kind understanding.
Please feel free to reach out to any member of our project team with questions about our offer:
Patrick Dawson
Donny Jones
Project Manager
Regional Vice President
(514) 375-3581
(602) 284-8987
Patrick.Dawson@FieldTurf.com
Donny.Jones@external.fieldturf.com
Thank you again for your interest in FieldTurf, we look forward to working with you.
Per:
Marie‐Christine Raymond, Director of Operations
FieldTurf USA, Inc. / Tarkett Sports Canada, Inc.
PRICING PROPOSAL
a) This bid proposal and its acceptance is subject to
strikes, accidents, delays beyond our control and
force majeure.
b) FieldTurf’s preferred payment terms are as
follows: (i) 50% of the Price upon Customer’s
execution of contract; (ii) 40% of the Price upon
shipment of materials from FieldTurf’s
manufacturing facility; and (iii) Remaining balance
of ten percent (10%) upon substantial completion
of the field, which shall be achieved when
Customer is able to use the field for its intended
purpose, even if punchlist items remain and the
Certificate of Completion has not been executed
by Customer.
c) Accounts overdue beyond 30 days of invoice
date will be charged at an interest rate of 10%
per annum.
d) FieldTurf requires a minimum of 21 days after
receiving a fully executed contract or purchase
order and final approvals on shop drawings to
manufacture, coordinate delivery and schedule
arrival of installation crew. Under typical field size
and scenario, FieldTurf further requires a minimum
of 28 days per field to install the Product subject to
weather and force majeure
e) FieldTurf requires a suitable staging area. Staging
area must be square footage of field x 0.12, have a
minimum access of 15 feet wide by 15 feet high, and,
no more than 100 ft from the site. A 25 foot wide by
25 foot long hard or paved clean surface area
located within 50 feet of the playing surface shall be
provided for purposes of proper mixing of infill
CONDITIONS
Notwithstanding any other document or agreement entered into by FieldTurf in connection with
the supply and installation only of its product pursuant to the present bid proposal, the following
shall apply:
material. Access to any field will include suitable
bridging over curbs from the staging area to permit
suitable access to the field by low clearance vehicles.
Staging area surface shall be suitable for passage
with motor vehicles used to transport materials to the
site and/or staging area. FieldTurf shall not be liable
for any damages to the staging area or its surface
unless such damages are caused by FieldTurf’s
intentional misconduct or negligence.
f)
This proposal is based on a single mobilization. If
the site is not ready and additional mobilizations
are necessary, additional charges will apply.
g) Upon substantial completion of FieldTurf’s
obligations, the Customer shall sign FieldTurf’s
Certificate of Completion in the form currently in
force; to accomplish this purpose, the Customer will
ensure that an authorized representative is present
at the walk-through to determine substantial
completion and acceptance of the field, which may
include a list of punch list items.
h) FieldTurf shall not be a party to any penalty clauses
and/or liquidated damages provisions.
i)
FieldTurf shall be entitled to recover all costs and
expenses, including attorney fees, associated with
collection procedures in the event that FieldTurf
pursues collection of payment of any past
due invoice.
j)
All colors are to be chosen from FieldTurf’s
standard colors.
THE TARKETT SPORTS FAMILY - LEADERS IN SPORTS SURFACING
1
December 5, 2022
Proposal 1
Project: Tumbleweed Park
Synthetic Turf Project
Chandler, AZ
Shaw Sports Turf is pleased to provide the following budgetary proposal for your upcoming project:
Notes: All appropriate taxes will be charged unless proof of tax-exempt status/certificate is supplied to Shaw Sports Turf
related to the project.
Scope of Work Inclusions
•
Supply and install our Shaw Sports Turf Synthetic Turf products over base provided by others generally in
accordance with manufacturer product specifications and installation methods (including turf, sundries and infill
materials).
•
Price based upon Shaw Sports Turf standard colors for each product (custom color yarns not included)
•
Supply and install tufted and inlaid game field markings:
▪
Line Packages – Softball (1 per field)
•
Supply and install turf system infill materials (Sand/Rubber: B1K TruHop or Double Play Turf System,
Sand/Natural: B1K Natural Turf System)
•
One (13) GMAX test performed upon completion of each field
•
One (1) Shaw Sports Turf field sweeper
•
One (1) Shaw Sports Turf field groomer
•
One (1) Replacement Sets per Field (Batters/Catchers Box & Pitchers Mound)
•
All usable remnants of new material generated by Shaw Sports Turf shall become property of owner.
•
Quote based upon use of Shaw Sports Turf standard adhesive; other adhesives at additional cost.
Product
Infill
Performance
Pad
Description
Area/SF (+/-)
Price
B1K TruHop
SBR
-
Pure baseball & softball for use at all levels
of play
415,265
$1,639,569
B1K Double Play
SBR
NXTPlay
Improved playability and ball interaction
415,265
$2,333,006
B1K Natural
Natural
NXTPlay
The #1 system in Baseball & Softball.
Official Turf of the Arizona Diamondbacks
415,265
$2,981,892
Cooling Infill
Geofill
-
Add Cooling infill to B1K Truhop or Double
Play
415,265
$124,347
Spectator Area
Sand
-
ShawGrass Reserve - High Traffic
Landscape Grass
16,842
$95,161
2
•
Shaw Sports Turf Standard (8) Year Insured Warranty for our Shaw Sports Turf products only
•
Maintenance-instruction and training for best practices in field care and maintenance and review of the Shaw
Sports Turf Maintenance Manual.
•
Prices based upon private wage schedule in effect at time of proposal.
•
Prices based upon one mobilization. If the site is not ready and additional mobilizations are necessary additional
charges will apply for each re-mobilization (up to $5,000 per re-mobilization).
Scope of Work Exclusions. This Proposal and Shaw’s scope of work expressly excludes:
•
Any bonds, bonding fees, additional insurance policies and construction permits
•
Any Prevailing Wages, Union Wages or Union Requirements
•
Design services, engineering, construction drawings, storm water management, architectural/engineering
inspections, geotechnical testing, site survey or independent testing.
•
Any contaminated soils, unsuitable soils, hazardous material removal and/or remediation including
rock/disposal/analysis/testing.
•
Any base work including aggregate provision or installation, compaction, grading, testing for compaction or
permeability of aggregate base not already included in the Scope of Work above
•
Independent testing of synthetic turf not already included in the Scope of Work above.
•
Any storm water measures including sediment/erosion control measures beyond scope.
•
Any additional storm water detention or retention requirements that may be required by local or state jurisdiction
is not included in our scope
•
Installation of concrete pads or asphalt paving unless damaged during construction
•
Any field markings, lettering or logos not mentioned above
•
Civil Site Construction-Shaw Sports Turf shall not be responsible for the base, including site demolition, drainage
systems, sub-grade work, grading, soil stabilization, rock excavation, stone base or concrete curbs and/or nailer
boards, asphalt paving, track surface or track and field events.
•
Locating, relocation, removal, supply, installation and/or repair of any existing or proposed utilities including
removal or relocation of irrigation systems.
•
Provision or refurbishment of sports equipment, score clocks, bases, home plates, pitching rubbers, foul poles,
soccer nets, corner flags, netting, goal posts, fence, netting etc. (no labor or supplies of any kind)
•
Maintenance of field or other turf treatments beyond what is expressly listed above.
•
Any material storage fees or site security
•
Any Shock Pad, E layer or Drain Tile (unless option included in the above scope of work)
•
Protection for asphalt, concrete, landscaping, tracks, etc. unless identified in above scope of work.
•
Anything not specifically stated in our above scope of work
Conditions
•
This bid proposal and its acceptance is subject to Force Majeure and delays beyond Shaw Sports Turf
reasonable control. In the event of any such delay, the date of completion shall be extended to compensate for
the delay.
•
Shaw Sports Turf requires access to the site and a suitable staging area no more than 200 feet from the site.
•
Proposal contingent upon executed contract approved by Shaw Sports Turf.
3
•
Proposal amount is subject to the payment terms established upon credit review by Shaw Sports Turf Financial
Services at project award or approval.
•
Changes in the specifications and/or scope of work are subject to change orders and may require additional
charges and/or fees added to the agreed contract price. Changes in the scope of work require appropriate
change order submittal, approval and execution from the appropriate parties.
•
Shaw Sports Turf shall not be bound by any liquidated damages or penalty clauses.
Proposal and Contract Price(s)
•
Proposal and Contract Price(s) are subject to increase. Items that may affect increase(s) include but are not
limited to: raw material costs, freight costs, manufacturing costs, labor cost, taxes, etc. Prices may increase 30
days of the proposal date.
•
Currently, the synthetic turf industry is experiencing supply chain disruptions across several raw material
channels. Due to these extraordinary circumstances, your production date will be confirmed after all approvals
and contracts are completed. We will place your project into the queue in the order it is received, and we will do
everything to expedite the manufacturing process.
This proposal expires thirty (30) days after the Proposal Date written above. Please contact me with any questions regarding
this proposal.
Best regards,
Jason Kyzer
Regional Vice President
Shaw Sports Turf
Phone: 423-605-5400
ESTIMATE
Date
12/28/2022
Estimate #
9039
Client
Tumbleweed Park
Job Address
Tumbleweed Park
Chandler, Az
Client Email
Terms
Per Contract
Estimator
Russ
Client Contact
Job Name
Client Phone
Signature Accepting Terms and Prices:
TOTAL
Subtotal
Sales Tax (0.0%)
Pinal Excavating LLC
PO Box 180 Valley Farms AZ 85191
520-723-3073 pamela@pedrilling.com
Item
Description
Qty
Rate
Total
Site
SWC of Germann Rd. and McQueen Rd / Chandler, Az / 36 miles from base
Drywell with Interceptor
Drywell with Interceptor (C-501 Design dual chamber)
4' x 100' Estimated depth 10' into permeable soils to include:
- 48"ID x 16' interceptor chamber w/6" core
- 48"ID x 19' debris chamber w/ 6" core
- 4" SDR35 connector pipe max burial
- dual capacity filter
- 30" cast iron ring and cover
- 30" cast iron ring and grate
- 6" SDR35 overflow pipe w/ support brackets
- 96" x 8" slotted well drainage screen
- geo-textile fabric barrier
- 3/4"- 2" washed natural rock
- grade set to client's offset stakes
- installed per plans dated (preliminary)
* Landscape, interceptor apron, rip rap by others
1
19,700.00 19,700.00T
Slurry
1 Sack slurry under asphalt or if required / per yard
12
185.00
2,220.00T
Constant Head Water ... Owner provided onsite water source within 200'. Stabilized flow calculating
C.F.S., per drywell. Documentation sent to the GC/owner
1
1,400.00
1,400.00
EPA
EPA Registration
1
350.00
350.00
D Clause
PE Drilling is not responsible for damage to curbs, sidewalks or other concrete work caused by
heavy equipment. The client/owner is responsible for access to the drilling/work areas. The
client/owner is responsible for an onsite water source for dust control and water testing. Rock Auger
drilling/digging is 515.00 per hr extra if encountered. This quote includes setting CI frame and
covers/grates one time to owner's offset staking. Unless noted, Traffic control is not included. Unless
quoted exporting fill offsite is not included. This quote includes one mobilization. Additional
mobilizations are 1280.00 per.This quote does not include Interceptor aprons/collars, erosion
control/ rip rap.
0.00
0.00
_____________________________________
Estimate does NOT include OCIP amounts or percentages. Only a signed estimate, the legal contract, recieved by PE LLC
will be scheduled for work. In signing, client agrees to the following: PE cannot guarrantee a specific date or deadline. PE
LLC is NOT responsible for unmarked utility lines, landscaping, spoil haul, soil erosion/settling after backfill. Additional
items or service requested by client will be added to invoice over and above the contract amount. Hard rock/soil digging
excluded unless specified. Client will pay invoice in full according to terms, including 18% per annum and any lien or
collection costs necessary for PE LLC payment. Client also agrees any dispute or litigation with PE LLC shall be heard by
Pinal County Superiour Court first. In such case, client consents to jurisdicion and venue of this court. Estimate stands for
60 days from this date. ROC 233587, 157240, 153449.
$23,670.00
$23,670.00
$0.00
To:
Attn: Project Manager
Re:
Tumbleweed Park
2200 South Hamilton Street
Chandler, AZ 85286
Proposal: TRI # 22-10-12-7-R1
January 6, 2023
Note: There is no detail on the drawings, so we are bidding the overall depth for this project based on our drilling history in the area, along with
providing for recommended effective settling capacities in the settling chambers and standard component sizing. Please be advised this proposal
excludes concrete pads.
Item No. 1:
2 - MaxWell Plus Drainage Systems consisting of:
2 – Type IV MaxWell Drywells
2 – Primary Settling Chamber consisting of:
100’ estimated overall depth
11’ overall depth
19’ deep settling chambers
10LF – 4” connecting pipes from primary
6” drainage components
settling chambers to MaxWell @ 4' invert
30” covers
24” grates
Item No. 1 Price:
$ 24,600.00 /ea
Item No. 1 Total:
$ 49,200.00
*Slurry (Item No. 1) Price:
$ 1,665.00 /ea
*Slurry (Item No. 1) Total:
$ 3,330.00
**Perc. Test Price:
$ 1,100.00 /ea
**Perc. Test Total:
$ 2,200.00
Total:
$ 54,730.00
Note: The above unit price is for the quantity shown; any deletions to the quantity of drywells will affect the unit price. If additional
mobilizations are required, a $4,500 mobilization fee will apply. If additional depth is required, then proposed the cost will be $68.00 per ft.
*Slurry Backfill: Backfill the trench and the top 4' around the settling chamber with one-sack ABC Stabilizing Slurry Mix to minimize the risk of
subsidence.
***Percolation Test: We propose to perform 2 constant head percolation tests provided there is a fire hydrant within 400LF of each drywell and
adequate water pressure is obtainable. If not, additional costs may be incurred. If the water level cannot be stabilized in the drywell with one hose,
additional costs may be incurred for an additional hose. This may be necessary to provide sufficient water pressure and produce a stabilized
percolation rate. Price does not include providing water for the perc test(s).
Inclusions:
Provide auxiliary water equipment to help control dust in immediate work area only. PureFlo Debris Shield and Hydrophobic Absorbent Pillow;
Penetrate a minimum of 10’ into permeable porous soils; Maintenance Data Sheet and MaxWell FIVE-YEAR Warranty; Municipal inspection and
Bluestake coordination as required; Proper site protection and adherence to OSHA regulations*. * Did you know? All Torrent Resources Field
Superintendents are OSHA 30-Hour certified at the company’s expense to ensure safety is always put first.
Exclusions:
Adjustment of rim(s) to final grade elevation. Blockouts, stubouts or connections. Moving or hauling of spoil, site or access dust control, engineered
staking, site access, sales tax, bonds, permits, correction for unstable soils and excavation through rock-like soil conditions. Providing water for
haul/access roads or percolation tests. Potholing, private locate and concrete pads.
Note: Proposal is valid for 45 days from proposal date with installations completed within 120 days of acceptance. Torrent Resources
reserves the right to change prices within 30 days’ notice based on market conditions and material costs.
Many businesses have faced unprecedented supply chain disruption and cost increases this past year. Like many businesses, Torrent
Resources, Inc. has experienced increases in raw materials pricing and increasing fuel inflation generating the need to pass through additional
costs. As a result, Torrent Resources, Inc. will be re-implementing a Fuel Surcharge effective immediately. These prices are valid for 45 days
from the date stated on this Quote. Thereafter, Customer is responsible for paying Torrent Resources an additional fuel surcharge rate in effect
at the time of installation or delivery and applied via change order. The fuel surcharge rate will be established by the U.S. Energy Information
Administration’s Gasoline and Diesel Fuel Index.
We appreciate the opportunity of quoting the above to you on the Tumbleweed Park project and look forward to working with you through its
successful completion. In the meantime, should you have any questions or require additional information, please do not hesitate to contact me.
Regards,
Peter Delgado
Commercial Director
Torrent Resources, Inc
This bid is based on reviewing the following
drawing dates and addenda:
Drawings: 90% Submittal Dated 12/9/22
Addenda: None
1
of
1
DATE
JOB NAME
JOB LOCATION
12/9/2022
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
(
)
Authorized
Signature
RYAN OGG
30 days.
Signature
Signature
Off-site utilities, street crossings & street lights
Fence & Gate Grounding
Score board controls and wiring
Mark up, coordination & handling of Musco package
4-2" for fiber ran North West point of Anvil Dr. (this is not clear on plans)
Utility Company charges
Dumpster & dumpster fees
Special Systems
$2,000.00 allowance for key note 1 on sheet SE3.2 work
New Contactors and controls as shown
We propose hereby to furnish material and labor - with a one year warranty, for the sum of:
DO TO THE FLUCTUATING COMMODITIES OUR QUOTE ON MATERIAL IS ONLY GOOD FOR 20 DAYS
All Spare Parts
Fire Alarm
Special Tests / Testing
Survey & Survey Fees
Temp power
Purchase of Musco package
Replacement and/or repair of any existing conditions that are not code compliant
Dollars
1,289,992.00
$
are satisfactory and hereby accepted. You are authorized to do work as specified. Payment
will be made as outlined above.
Acceptance of Proposal
The above prices, specifications and conditions
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according
to standard practices. Any alteration or deviation from above specifications involving extra costs will be
executed only upon written orders, and will become an extra charge over and above the estimate. All
agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado,
and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance.
payment to be made as follows:
Note: This Proposal may be
withdrawn by us if not accepted
within
Date of Acceptance:
Ryan Ogg
1/6/2023
Conduit Painting
We Hereby submit specifications and estimates for:
BIM
Formed concrete or asphalt, saw cutting, removal of all materials & patch back
Hard Dig
HVAC Control Cabinets, control conduit & wire
Restroom building electrical work
ARCHITECT
PROPOSAL SUBMITTED TO
TUMBLEWEED PARK
ELECTRICAL PER PLANS & SPEC'S (0) ADDENDA
Page No.
Pages
QUALITY SERVICE AZ LIC. NO C-11 073762
WRIGHT
CITY, STATE and ZIP CODE
DATE OF PLANS
P r o p o s a l
Echo Canyon Electric, Inc.
Echo Canyon Electric, Inc.
Echo Canyon Electric, Inc.
Echo Canyon Electric, Inc.
2820 E MOHAWK LANE, PHOENIX, AZ 85050
(602) 331-3045 FAX (602) 331-3773
STREET
HUNTER CONTRACTING
CHANDLER, AZ.
Includes:
Excludes:
Electrical
Permit Fees, Bond & Sales Tax
Upgrades to electrical gear other than shown
Spoils removal and/or haul-off from site
Electrical and lighting per SE sheets
Date:
From:
Direct:
Email:
Office No.
Cell:
X Plans and Specifications
X Listed Clarifications
X Local Codes
X Comments Below
Alternates:
1.
$
2.
$
3.
$
1. This proposal is firm for 30 days
2. Installation is guaranteed for 1 year
3. Mfgs standard warranties transfer to Owner upon
substantial completion
Item Description
Item Description
Item Description
Light Pole Survey
Generator and ATS
Lighting Controls
Concrete SRP Pads
Conc Encasement
Primary Service
AC Unit Connections
WP GFI Receptacles
Fire Alarm J-boxes
FA Drawings
Asphalt/Conc Patch
Duct Detectors
SPECIFIC INCLUSIONS:
SPECIFIC EXCLUSIONS:
PROPOSED BUDGET AMOUNT
2,478,420.00
$
Hawkeye's base bid includes $940,000 for the Musco bill of materials
HAWKEYE AUTHORIZED SIGNATURE
XXX
Special Tools/Lifts
XXX
Scaffolding for Elevator
XXX
Concrete Pole Bases
XXX
XXX
Utiltiy Company Fees
XXX
Landscape Repairs
XXX
XXX
specifically included in notes above)
XXX
Telco Service
XXX
XXX
120V AC Smoke Detectors (unless
Temporary Power
XXX
XXX
Hard Dig Conditions
XXX
Secondary Service
XXX
XXX
Power to Smoke/Fire Dampers
XXX
XXX
Power to Duct Detectors
XXX
XXX
Dumpster For Demo
XXX
XXX
Raceway for Beverage Lines
XXX
Demolition
XXX
XXX
Ceiling Wire Fixture Supports
XXX
Overtime
XXX
XXX
T-Stats/Mechanical Control Wiring
XXX
XXX
Job Office
XXX
XXX
Cable Tray/ Wiremold Raceway
XXX
Job Storage
XXX
XXX
Data/Telco Raceway Back Boxes
Trenching
XXX
Light Fixtures
XXX
CCTV Cable/Termination (RG-6)
XXX
Bond
XXX
Power Poles
XXX
Voice/Data Cable and Termination
XXX
Coring Wall/Floor/Saw Cutting
XXX
Sales Tax
XXX
Site Lighting
XXX
Security System Back Boxes
Permits
XXX
Switchgear
XXX
XXX
INCLUDED
EXCLUDED
INCLUDED
EXCLUDED
INCLUDED
EXCLUDED
WE QUOTE ELECTRICAL / 16000
ELECTRICAL PLANS/SPECS
Email:
Malcolm.George@HunterContracting.com
(480) 374.4120
pete@hawkeyeelectric.com
Company:
Hunter Contracting
(480) 784.6800, ext. 236
(602) 696.4402
1/6/2023
Reference:
Tumbleweed Park Ballfield Complex
Transmitted to:
Malcolm George
Pete Trowbridge
WE PROPOSE TO FURNISH AND INSTALL ALL LABOR AND MATERIAL REQUIRED FOR A COMPLETE ELECTRICAL INSTALLATION IN
ACCORDANCE WITH:
10 S. ROOSEVELT AVENUE
CHANDLER, AZ 82556
PHONE (480) 784.6800
FAX (480) 784.6860
PROPOSAL FOR
ELECTRICAL SERVICES
5. The drawings call for the installation of a number of type F poles & light fixtures along curved Pioneed
Parkway. On SE2.1 and SE2.2, the conduit and pullboxes for said poles are shown with dotted lines. As such,
Hawkeye has in these particular locations assumed the conduit, wire, and pullboxes are existing and the scope
of work to be executed by Hawkeye under this proposal, as it relates to the type F poles & light fixtures, is to
merely drill the holes, install the poles & heads, and tie new pole wiring into existing wire running through the
aforementioned existing pullboxes.
6. Boring has been excluded. Hawkeye has assumed all new underground electrical conduit can be placed by
trenching through dirt and utilizing native fill to backfill trenches. Hawkeye has included wetting and
compacting the backfill in lifts using water provided by Hunter from some nearby hydrant meter. Hawkeye
includes its own water buffalo and compaction equipment.
Tumbleweed Park Ballfield Complex
1. Keynote 20 on sheet SE2.1 calls for a "#9 FIBER OPTIC VAULT, SEE DETAIL 1 ON SE3.2". Hawkeye assumes
this is a #7 in-ground box per detail 1 on SE3.3.
2. Two event power box assemblies per detail on SE3.4 have been included.
3. Furnishing 4-station address decoder as indicated in keynote 1 on SE3.2 is excluded. This is assumed to be
furnished by the irrigation contractor.
4. The 1000A service entrance section detailed on sheet SE3.1 is excluded. It is called out as "existing". The
only electrical distribution equipment detailed on this plan sheet that is included in Hawkeye's scope of work
for this proposal is Panel R and th 75 KVA transformer that feeds Panel R.
Page 1 of 2
6527 W Northview Ave
Glendale AZ 85301
1-877-97-FENCE
AZROC 317570
Proposal/Contract
Date: 1/7/2023
Contractor:
HUNTER CONTRACTING
Project: TUMBLEWEED PARK – SOFTBALL FIELDS
FURNISH AND INSTALL AS FOLLOWS:
•
4EA SOFTBALL FIELDS AS FOLLOWS:
o
BACKSTOPS AS DETAILED ON SHEET C8.9
▪
24’ STEPPING DOWN TO 16’ PER DETAILS
▪
INCLUDING RAIL REINFORCEMENT AS KEYNOTED
o
DUGOUTS PER DETAILS ON C8.8
▪
8FT TALL PER DETAIL
▪
POSTS INSTALLED ON EMBEDS WHERE WALL OCCURS
▪
DUGOUT DECKING IS INCLUDED (B-DECK 20GA GALV.)
o
6FT TALL BULLPENS PER MEASUREMENTS ON C8.9
o
PERIMETER FENCE AT SIDELINES AND OUTFIELD
▪
6’ TALL WITH TOP RAIL AND BOTTOM WIRE PER KEYNOTE ON C8.9
o
ALL FENCE IN THE FIELD OF PLAY WILL HAVE YELLOW POLY CAP FENCE
TOPPER PER KEYNOTES
o
INCLUDES 8EA STANDARD FOUL BALL POLES PER C8.13
TOTAL - $697,560.00 ($174,390.00EA FIELD)
•
CHAIN LINK PERIMETER FENCE TO CLOSE OFF FIELDS
o
6’ TALL CHAIN LINK
o
GATES AS SHOWN ON OVERALL SITE PLAN
TOTAL - $12,379.00
•
2EA DECORATIVE IRON ENTRY WAY FENCES PER DETAILS ON C7.6
o
2EA 20’ DOUBLE FIRE DEPARTMENT ACCESS GATES
o
140’ OF 6’ TALL IRON FENCE
TOTAL - $15,245.00
PROJECT TOTAL - $725,184.00
Page 2 of 2
SCOPE OPTION FOR STEEL ENTRY SIGNS
•
2EA CUSTOM STEEL SIGN PER DETAILS ON SHEET 8.14
▪
INCLUDES STEEL COLUMNS AND ARCH SIGN
▪
POWDER COATED AS NOTED ON DETAIL
▪
ASSUMPTIONS MADE FOR STEEL MEMBERS NOT DETAILED
•
NOTE: THIS DOES NOT INCLUDE ANY CMU COLUMNS OR STRUCTURAL
▪
FOOTINGS TO BE IN PLACE PRIOR TO COLUM INSTALL
▪
CMU TO BE ERECTED AROUND STEEL COLUMNS
TOTAL ADD TO BASE BID- $57,760.00
Exclusions: Permits, Concrete Pads, Concrete Gate Tracks, Electrical, Conduit Pathways,
Core Drilling, Grading, Survey, Access Controls, Fire Department Permits
Customer Authorization: _________________________
Customer Name (please print):_____________________________
Date: ________________
We appreciate your business. Thank you.
Chris Blauvelt
Diamond Iron, LLC.
Cell Phone: 602-695-3044
Email: Chris@diamondiron.com
Permanent Fence Installation - Terms & Conditions
Proposal Terms and Conditions
This bid is based upon the plans, specifications and drawings given to Diamond Iron, LLC. at the time of this bid, and
assumes utilization of industry-standard material and labor types and quantities. Diamond Iron, LLC does not provide
engineering or architectural services. If any documents provided to Diamond Iron, LLC for reliance in making this bid later
prove to be incomplete or inaccurate, to an extent requiring Diamond Iron, LLC to utilize parts or labor in excess of those
used in preparing this bid, Diamond Iron, LLC reserves the right to amend this bid as may be necessary to comply with
changes in the foregoing documents, and to amend any contract made in reliance upon the price quotes contained in this
bid. To the extent that any documents submitted to Diamond Iron, LLC by you for review in making this bid incorporate by
reference any other document not given to Diamond Iron, LLC. , or refer Diamond Iron, LLC. to the contents of any other
document not given by you to Diamond Iron, LLC. , Diamond Iron, LLC. will not be bound by the contents of any such
document unless: (1) it is a public statute, rule, ordinance, or published industry code (for example, the Int’l Building
Code); or (2) such document may be readily downloaded on the internet from a website or other URL to which Diamond
Iron, LLC. is given access prior to making this bid. No merger or integration clause in any subsequent contract executed
by Diamond Iron, LLC. is intended to supersede this paragraph, because Diamond Iron, LLC. cannot knowingly bind
itself to any contract terms contained in documents to which Diamond Iron, LLC is not given access before signing a final
contract.
Payment Terms:
Payment due upon completion unless approved for credit. Net 30 terms, w/ regular progress billing as project is
completed. Credit approval may be required. Retainage, if applicable, TBD. Any accounts past due will be
charged 1.5% monthly interest (as allowed per State Law).
Other:
Mechanics Lien: All materials remain the property of Diamond Iron, LLC. until the contract is paid in full. Customer is
responsible for obtaining all necessary permits, except where noted. Diamond Iron, LLC. is relieved of all liability related
to location and property lines. Diamond Iron, LLC. is not responsible for damage to any underground lines or pipes.
VALID FOR 30 DAYS
DATE
Contractor
PROJECT
Job Address
Addenda(s) noted
ALTERNATE BID Stone @ Pillar
NONE
QTY
UNIT PRICE
LINE TOTAL
4
$55,800.00
$223,200.00
8
$22,500.00
$180,000.00
384
$91.85
$35,270.40
4729
$50.50
$238,814.50
8
$1,980.00
$15,840.00
8
$725.00
$5,800.00
8
$4,600.00
$36,800.00
4
$850.00
$3,400.00
2
$24,900.00
$49,800.00
2
$4,750.00
$9,500.00
140
$88.00
$12,320.00
770
$51.00
$39,270.00
264
$58.00
$15,312.00
510
$102.00
$52,020.00
8
$815.00
$6,520.00
448
$42.00
$18,816.00
$0.00
$0.00
$0.00
$0.00
SUBTOTAL
$942,682.90
SALES TAX
$0.00
$942,682.90
Chain link dug outs 9' x 40' long with decking top (8' front tapper to 7'6")
DESCRIPTION
24' tall backstop with 16' wings (72' of 24' tall & 32' of 16 per backstop)
BASE BID
$942,682.90
ALTERNATE BID 2
Fax : (602)946-4802
Arizona Ave & German rd.
Hunter Contracting
Tumbleweed Park Ballfield complex
January 14, 2023
Phone: (602) 715-2510
3' tall cmu wall @ Dug Outs
6' tall chain link fence w/ yellow safety cap (No Windscreen incl)
12' x 6' tall chain link double
4'x 6' tall chain link walk gate
Shop Primed electric static paint applied
15' tall foul post (18"x5' footer incl)
18" tall 10" cmu seat wall
Site wall 3'8" max
Curbing at fence by others
4' wide x 3' tall handrails @ Stairs embeds provided installed by concrete sub
Stone Veneer Alternate at cmu pillars
Temporary Outfield Fence , Sport fence or equal (6'x10 panels) No qty provided
Tumbleweed Ballfield signs with cmu columns (8 columns total)
Concrete Footings for cmu , Cement slabs by others , Concrete cap by other .
20'x 6' tall iron double gates (Entry Gate)
6' tall iron fence
18" tall 8" cmu seat wall (missing clear layout or call out item 26?)Key note
QUOTE
Licensed
ROC 339036
*EXCLUSIONS: grading, staking, taxes, permits, bonds, fire dept. locks/ boxes, signs, mow curbs, saw cutting, core
drilling, electrical, conduit, data, security entry systems, concrete mounting pads, cmu footers, stucco and veneer
Contact: Manuel Armenta 602.200.4273
Manuel@Vulcanfenceaz.com
SiteWorks Landscape Development
2915 W. Fairview Street
Chandler, AZ 85224
Phone:
Fax:
(480) 820-1600
(480) 820-1606
To:
Contact:
Hunter Contracting, Inc.
Steven Brinkerhoff
Tumbleweed Park 90%
Project Name:
Bid Number:
1/11/23
Fax:
Gilbert, AZ 85233
Address:
701 N. Cooper Rd.
Phone:
(480) 632-4926
Project Location:
745 E Germann Rd, Chandler, AZ
Bid Date:
1/11/2023
Total Price
Unit Price
Unit
Item Description
Item #
Line #
Estimated Quantity
01-Irrigation
$175,000.00
$175,000.00
1.00
001
EACH
Irrigation Booster Pump - ALLOWANCE
$9,932.00
$9,932.00
1.00
002
EACH
POC 4"
$4,303.00
$4,303.00
1.00
003
EACH
Non-Potable Crossing
$50,524.00
$8.50
5,944.00
004
LF
Mainline Sleeves
$129,960.00
$19.00
6,840.00
005
LF
Mainline Reclaim - Included As SCH 40 (1.5"-
3")/Class 200 PVC RR (4"-6"), Material
Specification Not Listed
$109,575.00
$22.50
4,870.00
005.5
LF
Mainline Pipe - Potable - Class 200 PVC
$1,536.00
$384.00
4.00
006
EACH
QCV 1"
$1,799.00
$1,799.00
1.00
007
EACH
Air Relief Valve
$812.00
$812.00
1.00
008
EACH
Gate Valve 3"
$5,514.00
$919.00
6.00
009
EACH
Gate Valve-4"
$24,358.00
$641.00
38.00
010
EACH
Drip RCV 1"
$1,256.00
$628.00
2.00
011
EACH
Turf RCV-1"
$8,724.00
$727.00
12.00
012
EACH
Turf RCV-2"
$81,360.00
$2.00
40,680.00
013
LF
Lateral Pipe Drip-Reclaim
$22,692.00
$3.10
7,320.00
014
LF
Lateral Pipe Turf-Reclaim
$22,140.00
$0.90
24,600.00
015
LF
Controller Wire
$39,942.50
$32.50
1,229.00
016
EACH
Emitters-Multi
$121,600.00
$7,600.00
16.00
017
EACH
Synthetic Turf Kit
$6,032.00
$208.00
29.00
018
EACH
Large Rotors I50-06
$6,480.00
$72.00
90.00
019
EACH
Medium Rotor I20-04
$6,212.50
$35.50
175.00
020
EACH
Spray Heads
$30,798.00
$118.00
261.00
021
EACH
Flush Valve
$16,790.00
$16,790.00
1.00
022
EACH
Controllers BL-3200PSS (200 Stations) (Pedestal
Mounted)
52 Valves
$9,715.00
$335.00
29.00
023
EACH
Grounding Rod (every 600' Of Mainline)
$887,055.00
Total Price for above 01-Irrigation Items:
02-Dust Control
$53,750.00
$430.00
125.00
024
DY
Dust Control
$53,750.00
Total Price for above 02-Dust Control Items:
03-Fine Grade
$44,600.00
$44,600.00
1.00
025
LS
Fine Grading
Page 1 of 4
$44,600.00
Total Price for above 03-Fine Grade Items:
$38,126.00
$1,733.00
22.00
026
EACH
48"-Trees
$148,385.00
$295.00
503.00
027
EACH
24"-Trees
$186,511.00
Total Price for above 04-Trees Items:
$11,960.00
$23.00
520.00
029
EACH
05g-Accents
$11,960.00
Total Price for above 05-Accent Items:
$37,732.50
$21.50
1,755.00
030
EACH
05g-Shrubs
$3,533.40
$7.80
453.00
031
EACH
01g-Shrubs
$41,265.90
Total Price for above 06-Shrubs Items:
$204,650.00
$0.50
409,300.00
032
SF
D.G. 1/2" (Minus) Express Rose @ 2" Depth
$3,781.00
$1.00
3,781.00
033
SF
D.G. 3" (Minus) Express Rose @ 4" Depth
$14,040.00
$1.50
9,360.00
034
SF
D.G. Stabilized 1/4" Minus Express Rose @ 3"
Depth
$1,849.10
$4.10
451.00
035
SF
Rip Rap Area @ 12" (Excludes Civil Rip Rap)
$81,315.00
$130.00
625.50
035.5
TON
CU Structural Soil Supply And Install
Per Quantity Provided By Hunter Contracting
$305,635.10
Total Price for above 07-Inerts Items:
$81,144.00
$0.72
112,700.00
036
SF
Sod-Installed (Overseeded)
$81,144.00
Total Price for above 08-Sod Items:
$49,600.00
$16.00
3,100.00
037
LF
6X10 Extruded Mow Curb Plain W/#4 Rebar
NOTE: This Is Not 3000psi CIP Concrete.
$49,600.00
Total Price for above 09-Mow Curb Items:
$17,360.00
$560.00
31.00
037.5
EACH
Concrete W/Nailer At Elec. J-Box And Light Bases
Within Artificial Turf
$14,300.00
$715.00
20.00
038
EACH
Not Shown On Plans But Included: 1 Set
Bases, 1 Rubber, 1 Home Plate Per Field With
Inground Stanchions/concrete Collars/nailer And
Turf Plugs:
4 Ea. Home Plate
4 Ea. Pitching Rubber
12 Ea. Base
$17,400.00
$0.04
435,000.00
039
SF
Fine Grade Fields To Finish Grade
$16,560.00
$414.00
40.00
040
DY
Water Truck W/ Operator
$368,449.00
$368,449.00
1.00
041
LS
Underfield Drainage (.005% Slope)
·
1"x12" Varicore Flat Panel
·
10" And 12" HDPE
·
Filter Fabric Underlayment
EXCLUDES: Dry Wells/Bubble Up Boxes
04-Trees
05-Accent
06-Shrubs
07-Inerts
08-Sod
09-Mow Curb
10-Ball Field
Page 2 of 4
Total Price
Unit Price
Unit
Item Description
Item #
Line #
Estimated Quantity
$694,350.00
$45.00
15,430.00
042
TON
6" #57 Stone With 2" #8 Stone Leveling Course
With Laser Grading
$258,930.00
$63.00
4,110.00
043
LF
6x10", CIP Curb With 1#4 With Trex Nailer
Board (Includes Nailer Board At Concrete
Turndowns By Others At Sidewalk And Plaza
Areas)
$1,387,349.00
Total Price for above 10-Ball Field Items:
11-Ryan Road
$295,000.00
$295,000.00
1.00
050
LS
Ryan Road Value (From 60% Drawings)
$295,000.00
Total Price for above 11-Ryan Road Items:
12-Maintenance
$25,200.00
$25,200.00
1.00
045
LS
90 Day Landscape Maintenance
$25,200.00
Total Price for above 12-Maintenance Items:
$3,369,070.00
Total Base Bid Price:
Alternate
12-Other
$42,115.00
$42,115.00
1.00
060
LS
P&P Bond (If Required)
$42,115.00
Total Price for above 12-Other Items:
Notes:
• This proposal is based on the 90% drawings, except Ryan road which is still based off of the 60% drawings.
• SiteWorks will recieve the site, clean, free of construction debris and at required subgrade elevation, ready to receive topsoil or mulch layer. All
other areas shall be received within 1/10' of finish grade.
• The jobsite shall be readily accessible to our construction equipment.
• This proposal is limited to the items clearly identified on this bid form. Any other specific items not identified herein should be deemed excluded.
• Electrical supply (120v) to the location and final hookup of the automatic irrigation controller to be furnished by others
• No removal, repair, replacement or protection of exsisting landscape or irrigation is included in this proposal.
• Removal of hard dig materials, (materials that requires larger than a 40hp trencher or rubber tired backhoe) is not included in this proposal. Such
material, if encountered shall be removed and charged for on a T & M basis.
• This proposal excludes All harscape elements, site furnishings, civil work, electrical, water meters, overtime, water and electrical costs.
• No import, export or translocation of soil is included in this proposal. All planting excavation to be spread onsite.
• No water meter or water meter fees are included in this proposal.
• This proposal is based on all work being performed in one continuous move. Any additional moves may require an additional mobilization fee.
• All permits, bond fees (provided as an alternate), sales taxes and fees are excluded from the scope of this proposal.
• Siteworks will have access to the site prior to paving or wall construction to allow for the installation of sleeves. No cutting or patching of concrete
or asphalt paving is included. No boring, jacking or jetting under pavements is included.
• Traffic and pedestrian control measures, if required are to be set up and maintained by others.
• SiteWorks is not responsible for underground utilities not buried to specific depth or clearly marked.
• All costs for water during construction and throughout the maintenance period are excluded.
• All work under this proposal to be performed during regular working hours.
• Material pricing good for 30 days. Any material cost increases between now and actual start of landscape to be passed onto owner without
markup.
Page 3 of 4
ACCEPTED:
The above prices, specifications and conditions are satisfactory
and hereby accepted.
Buyer:
Signature:
Date of Acceptance:
CONFIRMED:
SiteWorks Landscape Development
Authorized Signature:
Estimator:
Jmeyer
jmeyer@siteworksllc.net
Page 4 of 4
Quote Number: 23-36708
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
1/10/2023
Quote Date:
Customer ID:
HUNTER CONTR
Bill to:
HUNTER CONTRACTING
AIA
GILBERT, AZ 85233
Contact:
Malcolm George
Project:
TUMBLEWEED PARK BALLFIELDS
PIONEER PRKWY & HAMILTON ST
CHANDLER, AZ
Project Manager:
PO:
Phone :
480-892-0521
Fax:
(480) 663-2851
Phone :
Fax:
ShipVia:
Terms:
AIA / PAY APP
Sales Rep:
Greg Williams
Bid Date:
1/10/2023
Product ID / Structure Type
Amount
Structure
Price/Average
Qty
12
$42,342.48
$3,528.54
48 BUBBLER MH w/ 30 OPEN
1
$4,883.41
$4,883.41
CHANDLER 3" MV C-316 8'-6" X 5'-0"
Page 1 of 2
Quote Number: 23-36708
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
1/10/2023
Quote Date:
$0.00
Taxable
Non-Taxable
$47,225.89
$47,225.89
Sub Total
$0.00
Tax
$47,225.89
Total
$47,225.89
QUOTE DONE PER SUPPLIED UNAPPROVED PLANS AND SPECS
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. $500 dollar cancellation fee for manholes scheduled and cancelled within 48 hours. 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 STANDARD- INCLUDES: 30" BOLTED FRAME AND GRATE, DELIVERED AND SET WITH JOINT SEALANT,
BLOCKOUTS. EXCLUDES: BASES, GROUTING OF BLOCKOUTS, COATING, TESTING, ENGINEER CALCS
MINIMUM 4 @ A TIME OR $500/SHORT LOAD TRIP. ALL CLOSEOUT DONE AT ONE TIME
METER VAULT INCLUDES: 6" FOOTER, 6" WALLS, 8" ROOF, 8" RISER w/42X42 PEDESTRIAN RATED ALUMINUM HATCH CAST IN, 5000
P.S.I CONCRETE, GRADE 60 REINFORCING, PIPE SLOTS, BUYTL SEALANT IN JOINTS, DELIVERED AND SET WITH CONTRACTOR
ASSISTANCE IN A PREPARED ACCESSIBLE EXCAVATION PROVIDED THERE ARE NO POWERLINES OR OVERHEAD OBSTRUCTIONS,
ESTIMATE REFLECTS WATER TABLE BELOW VAULT DEPTH.
EXCLUDES: OTHER HARDWARE, TRAFFIC RATING, DESIGN TO BE FILLED w/ WATER WITHOUT BACKFILL, SUMP HOLES, SEALING
COMPLETE STRUCTURE WATERTIGHT, ENGINEER CALCS, COATING, TESTING, GROUTING, PIPE SLEEVES, CORE DRILLED HOLES,
LINK SEALS.
Page 2 of 2
3202 East Harbour Drive | Phoenix, Arizona 85034 | p. 602.243.1600 | www.ninyoandmoore.com
January 5, 2023
Proposal No. 12PHX02-04831
Mr. Malcolm George
Hunter Contracting
701 North Cooper Road
Gilbert, Arizona 85233
Subject:
Proposal to Provide Material Testing
and Special Inspection Services
Tumbleweed Park
2200 South Hamilton Street
Chandler, Arizona
Dear Mr. George:
We are pleased to present this proposal to provide material testing and special inspection services
at the subject site. In preparation of this proposal, we have reviewed the drawings prepared by
Cavan & Barker dated September 6, 2022. The project consists of the construction of a lighted
softball field complex at Tumbleweed Park, located at 2250 South McQueen Road. This project will
include four softball/baseball fields, parking, restroom, internal Pioneer Parkway roadway extension,
and Ryan Road improvements including a railroad crossing, and other associated improvements.
Additional improvements will include concrete flat work, masonry, underground utilities and asphalt
pavement. This proposal was prepared based on our estimation as to the material testing and special
inspection services that may be needed.
SCOPE OF SERVICES
Based on the information stated above and our review of the earlier referenced project document,
the following services are anticipated for this project:
•
Field observation and in-place density testing during the earthwork operations.
•
Field observation and testing of concrete, masonry grout and asphalt pavement.
•
Special inspections of reinforced concrete, structural masonry and structural steel.
•
Laboratory testing of soil, concrete, grout and asphalt.
•
Project coordination, report review and data processing.
Ninyo & Moore | Tumbleweed Park, Chandler, Arizona | 12PHX02-04831 | January 5, 2023
2
ASSUMPTIONS
We have made the following assumptions:
•
Concrete sampling for compressive strength determination will be based on one set of
four cylinders every 50 cubic yards or portion thereof.
•
The estimation project duration is 12 months and Ninyo & Moore services will be requested for
10 months.
•
Upon availability of a construction schedule and retail chain specific project specifications,
Ninyo & Moore will be allowed to review the documents to determine if the estimated quantities
noted on the attached Tables are sufficient to meet the needs of the project.
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 service to will be approximately $67,000
(Sixty-Seven Thousand Dollars). A breakdown of our fees is presented in the attached Table1.
We look forward to working with you.
Respectfully submitted,
NINYO & MOORE
Ahmed M. Khattar
Project Manager
Craig Rees
Principal/Construction Services
AMK/ECR/tlp
Attachments: Table 1 – Breakdown of Estimated Fee
Schedule of Fees
Field Technician - Earthwork
250 hours
@
50.00
$
/hour
12,500.00
$
Field Technician - Concrete
200 hours
@
50.00
$
/hour
10,000.00
$
Field Technician - Asphalt
70 hours
@
50.00
$
/hour
3,500.00
$
Asphalt Coring
20 hours
@
90.00
$
/hour
1,800.00
$
Special Inspector - Structural Masonry
20 hours
@
75.00
$
/hour
1,500.00
$
Concrete Special Inspection
30 hours
@
75.00
$
/hour
2,250.00
$
Structural Steel Special Inspection
20 hours
@
75.00
$
/hour
1,500.00
$
33,050.00
$
Field Vehicle Usage
610 hours
@
10.00
$
/hour
6,100.00
$
6,100.00
$
Proctor Density
4 tests
@
125.00
$
/test
500.00
$
Gradation
4 tests
@
110.00
$
/test
440.00
$
Atterberg Limit
4 tests
@
90.00
$
/test
360.00
$
Asphalt Gyratory Bulk Density
24 tests
@
150.00
$
/test
3,600.00
$
Maximum Theoretical Specific Gravity (Rice)
24 tests
@
75.00
$
/test
1,800.00
$
Asphalt Extraction/Gradation
24 tests
@
175.00
$
/test
4,200.00
$
Core Density and Thickness
24 tests
@
25.00
$
/test
600.00
$
Grout Compressive Strength
20 tests
@
20.00
$
/test
400.00
$
Concrete Cylinders Compressive Strength
500 tests
@
20.00
$
/test
10,000.00
$
21,900.00
$
Project Engineer/Manager
50 hours
@
96.00
$
/hour
4,800.00
$
Data Processor
45 hours
@
38.00
$
/hour
1,710.00
$
6,510.00
$
67,560.00
$
Subtotal
Project Management and Data Processing
TOTAL ESTIMATED FEE
Subtotal
Subtotal
Reimbersables
Table 1 - Ninyo & Moore Breakdown of Estimated Fee For Quality Control
Subtotal
Field Services
Laboratory Testing
Ninyo & Moore | Tumbleweed Park, Chandler, Arizona | 12PHX02-04831 | January 5, 2023
1
Ninyo & Moore | Tumbleweed Park, Chandler, Arizona | 12PHX02-04831 | January 5, 2023
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 | 2023 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.
Ref. No.
2142PG628
To:
Page 1 of 3
Attn:
Re:
Qty
Unit
Description
Rate, $
Extension, $
42
hour
60.00 2,520.00
2
each
145.00 290.00
1
each
85.00 85.00
1
each
100.00 100.00
8
each
75.00 600.00
3,595.00
12
hour
80.00 960.00
4
each
75.00 300.00
1,260.00
48
hour
60.00 2,880.00
2
each
145.00 290.00
1
each
65.00 65.00
1
each
100.00 100.00
12
each
75.00 900.00
SUBTOTAL
4,235.00
Footing Inspections:
December 30, 2022
Earthwork ‐ Backfilling Operations:
Trip Charge
Plasticity Index
Plasticity Index
Malcolm George
Tumbleweed Park
Chandler, AZ 85286
Trip Charge
SUBTOTAL
Special Inspector
2200 S. Hamilton Street
QUOTATION FOR SERVICES
Hunter Contracting Co.
This estimate is provided for budgeting purposes and the total costs will be based upon the unit rates and the actual
services provided. Unit rates are valid for 45 days from date of proposal. Please review the proposal and enclosed
Terms and Conditions, and sign where provided below. Scheduling services must be done 24 hours in advance by
calling (602) 437‐0037 or email phxdispatch@wt‐us.com not later than 3:00 p.m. the working day before.
Western Technologies Inc. is pleased to present the enclosed Proposal/Contract for providing materials engineering
services for the referenced project. This Proposal/Contract consists of our estimate of time and material quantities and
Standard Terms and Conditions.
Engineering Technician
SUBTOTAL
Trip Charge
Standard Proctor
Sieve Analysis ‐ Fine
701 N. Cooper Road
Gilbert, AZ 85233
Earthwork Building Pad/Structures:
Engineering Technician
Standard Proctor
Sieve Analysis ‐ Coarse and Fine
Page 2 of 3
60
hour
Engineering Technician
60.00
3,600.00
1
each
Standard Proctor
145.00
145.00
1
each
100.00
100.00
1
each
85.00
85.00
15
each
75.00
1,125.00
SUBTOTAL
5,055.00
24
hour
60.00
1,440.00
4
each
215.00
860.00
4
each
200.00
800.00
4
each
200.00
800.00
4
each
75.00
300.00
SUBTOTAL
4,200.00
72
hour
60.00
4,320.00
24
set
72.00
1,728.00
18
each
75.00
1,350.00
SUBTOTAL
7,398.00
32
hour
60.00
1,920.00
12
set
116.00
1,392.00
8
each
75.00
600.00
SUBTOTAL
3,912.00
4
hour
90.00 360.00
1
hour
175.00 175.00
SUBTOTAL
535.00
TOTAL ESTIMATED FEE
30,190.00
Asphalt Paving:
Trip Charge
Subgrade/Aggregate Base:
Sieve Analysis ‐ ABC
Marshall Density
Trip Charge
Plasticity Index
Maximum Theoretical (Rice) Density
Compressive Strength Concrete 4X8 (set of 4)
Engineering Technician
Trip Charge
Masonry Wall Construction:
2142PG628
Tumbleweed Park
Concrete:
Chandler, AZ 85286
Compressive Strength ‐ Grout (set of 4)
Trip Charge
Professional Services:
Project Manager
Professional Engineer
Engineering Technician
Engineering Technician
Ignition and Gradation
Page 3 of 3
WESTERN TECHNOLOGIES INC.
EXECUTED BY WT:
/s/ Ronald J. Kaiser
After you have reviewed our proposal, please call us to discuss any questions you may have. We appreciate your
consideration of WT for this project and look forward to working with you.
Respectfully submitted,
Typed or Printed Name
WT's Authorized Representative
Ronald J. Kaiser
Typed or Printed Name
Client's Authorized Representative
Title
December 30, 2022
Principal
Title
Tumbleweed Park
EXECUTED BY CLIENT:
Date
Date
Chandler, AZ 85286
2142PG628
$60.00/hr
$90.00/hr
$80.00/hr
$75.00/ea
$590.00/ea
$95.00/hr
Soils
$145.00/ea
$145.00/ea
$70.00/ea
$65.00/ea
$85.00/ea
$40.00/ea
$100.00/ea
$65.00/ea
$125.00/ea
$155.00/ea
Concrete
$18.00/ea
$29.00/ea
$55.00/ea
$65.00/ea
Quote
Quote
Quote
Quote
2022 FEE SCHEDULE
Field Services
Engineering Technician, per hour, on-site time only (four hour on site minimum)
NDT Technician, per hour, portal to portal, welding, bolting, fireproofing inspections and ultrasonic and
magnetic particle testing, (four hour on site minimum)
Special Inspector, per hour, portal to portal, ICC special inspections on concrete placement,
reinforcement, pre-stressed and post-tensioned concrete (four hour on site minimum)
Laboratory Services
Trip, Vehicle, and Equipment Charge, per technician per shift
Floor Flatness Testing, 4 hour min. onsite, includes prep, testing and report
Sieve Analysis - Coarse and Fine
Plasticity Index, Dry Prep, 1pt
Sieve Analysis - Minus 200 Wash Only
Plasticity Index, Wet Prep, 3pt
Standard Proctor, ASTM D698, AASHTO T99
Modified Proctor, ASTM D1557
Sieve Analysis - Coarse
Sieve Analysis - Fine
Compression testing for Masonry Prisms
Remolded Swell
Compression testing of grout
Compression testing of concrete cores (includes end preparation)
Flexural Beams, each
Expansion Index
Compression testing of concrete
Mix Design, Concrete
Field Coring and Equipment
Mix Design, Soil Cement
Floor Flatness Testing, per hour after 4 hour min.
CONSTRUCTION MATERIALS OBSERVATION
AND TESTING SERVICES
Asphalt
$215.00/ea
$50.00/ea
$200.00/ea
$215.00/ea
$240.00/ea
$200.00/ea
$90.00/hr
$95.00/hr
$175.00/hr
$195.00/hr
$0.95/mile
1
2
3
4
5
6
7
These unit rates are valid for 45 days from the date of the proposal.
Vehicle Mileage
Asphalt content by ignition with gradation (without ignition calibration)
Unit weight and thickness of asphalt concrete cores
Marshall Density, pre-mixed, set of three
Professional Engineer, per hour, portal to portal (two hour minimum)
Staff Engineer, per hour, portal to portal (two hour minimum)
Principal, per hour, portal to portal (two hour minimum)
Professional Services
Marshall Density, pre-mixed, with stability & flow, set of three
Gyratory Compaction
Maximum Theoretical (Rice) Density, pre-mixed
A copy of concrete and grout test results will be forwarded to the ready-mix supplier.
Any additional service(s) requested by the client that are not listed above will be billed at WT’s standard fee(s) for such service(s) in
effect at the time of the request. Expedited lab testing requests can result in additional fees.
All services referred to herein will be performed in accordance with the standard of care practiced locally for the referenced
method(s).
Additional Information
Overtime premiums will be added to hourly fees for each hour over 8 hours worked by a WT employee in any one day, for any
hours between 5:00 pm and 4:00 am, and for hours on Saturday, Sunday, and Holidays. Overtime premiums will be 1/2 the regular
hourly rate.
Field Services time is charged in 1/2 hour increments after the minimum.
Test procedures require that concrete specimens begin laboratory curing within 48 hours of fabrication and mortar and grout
specimens begin curing within 48 hours of fabrication. If WT is not rescheduled to the site within this time period for additional
sampling and testing, specimens must be picked up during a special trip. This trip will be invoiced as a site visit.
Project Manager, per hour, portal to portal (two hour minimum)
STANDARD TERMS AND CONDITIONS
The Agreement between Western Technologies Inc. (“WT”) and Client shall
include and be subject to WT’s Proposal and these Standard Terms and
Conditions. The terms of the Agreement shall prevail over any different or
additional terms contained in any document to which WT’s work relates. WT’s
commencement of work shall constitute Client’s acceptance of the Agreement.
1. S ERVIC E S
1.1 WT agrees to render such services requested in writing by Client that are
stated in the Scope of Services or similar written agreement. WT shall have no
responsibility to perform services beyond such requests, and none shall be
imputed or implied.
1.2 The services rendered by WT are for the benefit of Client alone and relate
only to conditions observed at specified locations at the time WT’s work is
performed. There are no intended third‐party beneficiaries to this Agreement,
and nothing herein shall create a contractual relationship with or claim or cause
of action in favor of a third party against WT.
1.3 The presence of WT’s field technicians or representatives, if called for in
the Agreement, is for the provision of services hereunder, and does not include
supervision or direction of the work of Client or its subcontractors. Neither the
presence of, nor any observation or testing by WT personnel shall excuse Client
or its subcontractors from any deficiencies in their work.
1.4 When performing its work, WT will take reasonable precautions to avoid
damage or injury to subterranean structures or utilities. Unless otherwise agreed
to in writing, Client shall indemnify, defend, and hold WT harmless from and
against any damages to such structures and utilities that are not correctly shown
on the plans furnished to WT. It is Client’s obligation to contact appropriate
utility locators for information regarding buried utilities, mark such utilities,
and take other precautions to prevent damage or injury.
1.5 Client agrees that if Client commences litigation, mediation, arbitration,
or any such proceeding against WT, WT shall have the right to withdraw and
terminate ongoing work and services conducted for Client on any contract and
project, in which event Client shall pay WT for work and services performed up
to the time of termination.
2. PAYMEN T
2.1 WT will invoice Client monthly for services performed. Client shall pay
such invoices upon receipt without deduction for retention or offset.
Client shall not retain its right to use or rely on any report prepared by WT,
and shall return all such reporting to WT in the event payment is not made within
120 days from the date of invoice. Furthermore, WT shall have the right to
immediately terminate and cease performance of all services then being
performed for Client on any contract and project until all amounts owed are
received by WT. Interest shall accrue on the unpaid balance of any invoice not
paid in full within 30 days at the rate of 1.5% per month. Collection agency
fees, attorneys’ fees, and associated costs that are incurred by WT to collect
past‐due invoices (including post‐judgment fees and costs) shall be payable by
Client.
2.2 For work requested by Client that is additional to, or outside of, the written
Scope of Services and/or written service request, Client shall provide a written
change order requesting such work or services and process and pay WT’s
invoices.
3. S TANDARD OF C ARE
3.1 The services referred to herein will be performed in accordance with
the general standard of care practiced locally by providers of such services,
and relate only to the conditions observed or samples tested at the time and
place reported. WT makes and intends no other warranty or representation,
express or implied. WT shall not be responsible for any consequences due
to changed conditions or for the failure of any person or entity to perform or
install work in accordance with the plans and specifications.
3.2 Soil, subsurface, and groundwater conditions can vary between and
among sampling points and with time. WT makes no representation that the
points selected for sampling are in any way representative of the entire site or
project. Unless circumstances have changed justifying an earlier expiration
of validity, geotechnical and earthwork reports are valid for a period of one
year from the date of issuance; all other reports, including Phase I reports,
are valid for a period of 180 days from the date of issuance.
3.3 Where WT’s services involve geotechnical evaluations or field observation
of earthwork, grading, filling, or compaction, Client agrees:
3.3.1 WT is not responsible for the manner in which such work is performed;
3.3.2 WT is not responsible for evaluating or observing any work performed at
any time when WT was not physically present and observing that specific work;
and
3.3.3 For continuous observations, Client shall not allow grading, filling, or
compaction to be performed at any time that WT is not physically present at
the site, and shall restrict the amount and extent of such grading, filling and
compaction to that which can be observed by WT at the site.
3.4 WT has no right, duty, or obligation to stop Client’s or any of Client’s
subcontractor’s work.
3.5 Client agrees and acknowledges that WT makes no recommendation or
opinion other than those set forth in writing and contained in WT’s reporting;
WT makes no oral recommendations or opinions.
3.6 Client is obligated to, and shall, directly and specifically notify WT as and
when Client wants WT to perform services hereunder. WT shall be subject
to no implied duties to observe or test, or to provide reports, other than the
actual observation, testing, and reporting performed.
3.7 “Certification” means and implies the expression of professional opinion.
It is not a warranty or guaranty.
4. INDEMNI T Y AND IN SUR ANC E
4.1 NOT WITH S TANDING ANY OTHER PROVI SION IN THE PARTIES’ AGREEMENT,
W T PROVIDES NO INDEMNIT Y, WARR ANT Y, OR GUAR ANTEE, E XPRES S OR IMPLIED,
TO C LIENT OR TO ANY OTHER PER SON OR ENTIT Y.
4.2 Client and WT shall be adequately insured. Client and its insurers
jointly and severally waive subrogation against WT and its insurers.
5. LIMITATIONS OF LIABILITY
Client and WT recognize the relative risks and benefits of this Agreement, and
agree to the fair allocation of risk between them as follows:
5.1 NOTWITHSTANDING ANY OTHER PROVISION OF THIS AGREEMENT, WT’S
TOTAL AGGREGATE LIABILITY TO ANY PERSON OR ENTITY, INCLUDING CLIENT, ON
ANY CLAIM, ACTION OR LIABILITY OF ANY KIND OR BASIS WHATSOEVER, IN ANY
MANNER ARISING OUT OF THE WORK DONE BY WT SHALL BE STRICTLY LIMITED TO
THE GREATER OF $50,000 OR THE FEE CHARGED FOR WT’S SERVICES HEREUNDER.
5.2 Neither party shall be liable for loss of profit, delay, or for any special,
incidental, indirect, or consequential damages of any kind, nature or
description, from any cause whatsoever.
5.3 Except for environmental services that specifically include an
indoor mold survey, no action or claim of any kind whatsoever
may be brought against WT arising out of the presence or
existence of mold. All such actions are barred and client
irrevocably releases WT from all such claims and liabilities.
5.4 No officer, director, principal, employee, or agent of WT shall ever be
personally sued, joined, liable, or responsible regarding any claim whatsoever.
ALL SUCH ACTIONS ARE ABSOLUTELY BARRED AND CLIENT ABSOLUTELY AND
IRREVOCABLY RELEASES SUCH INDIVIDUALS FROM ALL ACTIONS, CLAIMS, LIABILITIES,
AND RESPONSIBILITY.
6. HA Z ARDOUS MAT ERIAL S AND OT HER SI T E CONDI T ION S
Unless specifically included in a scope of work, WT will not arrange for or
transport, dispose, own, or store hazardous materials or operate any such
facility in the performance of its work, including any it creates or generates
at the site. Client shall maintain possession of and be responsible for the
removal and disposal of all hazardous materials including, but not limited to
samples, drilling mud, fluids and cuttings, decontamination and well
development fluids, and used protective gear and equipment. Client assumes
full responsibility for compliance with the provisions of RCRA and any other
federal or state statute or regulation governing the handling, treatment, or
storage and disposal of hazardous wastes and pollutants. Client shall be solely
responsible for notifying all appropriate agencies and prospective buyers of
the existence of any hazardous or dangerous materials located on or in the
project site, or discovered during the performance of the Agreement, as may
be required or advised by such agencies and buyers.
7. PROPERT Y
7.1 All work papers (including reports, field notes, laboratory notes,
laboratory test data, calculations and other documents prepared by WT),
electronic data files and other work product generated by or for WT in
connection with the Scope of Work are the property of WT. Samples obtained
shall remain the property of Client.
7.2 Client has the right to use the reports, recommendations, design criteria and
similar information submitted to it by WT, provided that Client pays WT’s
invoices. Client expressly agrees that no information produced or provided by
WT shall be used for or at any location or for any project or project extension
that is not expressly set forth in this Agreement without WT’s prior written
permission.
7.3 Client will indemnify, defend, and hold WT harmless for and from the use of
and any reliance upon any part of said electronic data and/or anything generated
from Client that has been modified or altered in any way. The controlling
document regarding any document prepared by WT shall remain and always
be the signed report originally provided to Client and maintained on file by WT.
7.4 Client shall not assign this Agreement, any of WT’s reporting or work
product, or any legal or equitable claim involving WT, without the prior express
written consent of WT. Any purported assignment without the prior express
written consent of WT shall be null and void.
8. T ERMINAT ION
In addition to termination otherwise authorized by law and equity, this
Agreement may be terminated by either party upon providing written notice
of termination.
9. W T NOT BOUND
WT shall not be bound by: any provision incorporating by reference any contract
or term of any contract unless the term or terms incorporated by reference are
specifically furnished to WT and are expressly agreed to in a writing signed by
WT; any provision or agreement providing for or imposing liquidated damages
however described or denominated; any provision waiving any right to a
mechanic’s lien; any provision conditioning payment for WT’s services upon
payment to Client by any third party; any provision requiring the application
of law or jurisdiction other than that which applies to the place of the project;
any provision permitting Client to take possession of any property of WT; or any
provision requiring mediation or arbitration of any claim or dispute.
10. FEE S AND COS T S
In the event of any claim or litigation arising out of the work, including the
Agreement, the prevailing party shall be entitled to an award of its attorneys’
fees, consultants’ fees, and costs. 120 © 05/20/22 WT, Inc.
Date
Proposal #
TO:
PROJECT:
Quantity
Unit Price
Amount
1
$15,640.00
$15,640.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1
$4,900.00
$4,900.00
$0.00
$0.00
$0.00
1
$2,960.00
$2,960.00
$0.00
$0.00
$0.00
$0.00
$23,500.00
Notes:
See exclusions & insurance coverage below
Exclusions:
General Information:
Insurance Agent:
BizSmart
General Aggregate:
$2,000,000.00
Products-Comp/Op Aggrerate
$2,000,000.00
Auto Single Limit
$1,000,000.00
Umbrella:
$2,000,00.00
Workers Comp:
$1,000,000.00
Bond Rate:
$25.00 per $1,000 - $50,000.00 Aggregate, $50,000.00 per project
Privlege Tax #:
07-460279-Z
ROC #:
73794
EIN #:
86-0566548
Todd Templeton - Estimator
Proposal
Moyers Contracting Inc
336 W. Cullumber Ave
Gilbert, AZ 85233
Phone: 480-892-5117 Fax: 480-892-9373
If needed - Not Priced Above:
fire lane signs - single sided - 2 3/8" round post @ $200 each
6 - Lines @ 12" - white
1 - Loading Zone sign - 1 - Loading zone crosshatch w/ centerline
1500' red curb
Off-Site Signs
10 - New sign plates & 10 - New sign posts w/ anchors
3 - signs relocated
2nd coat of traffic paint if required
16 - Handicap signs - per city of chandler & 16 - Wheel stops
1/6/2023
23-014
Tumbelweed Park Ballfield - 90%
2200 S. Hamilton St
Chandler, AZ
Lump Sum Parking Lot;
Layout
487 - Stalls - one coat traffic paint
painted yellow crosshatch
16 - Handicap stencils - Thermoplastic per specs
Estimating
Description
Bonds, Sales Tax, Permits, Cleaning or Sweeping, Obliteration, Thermoplastic, Glass Beads, Offsite Striping or Signs, Core Drilling, Fire Lane Signs,
Painted Red Curb, Any SignsThat Require Lifting Equipment, Ground Penetrating Radar or X-Raying of Concrete, temporary Striping, Utility Locating,
Any & All Traffic Control, extruded Curb
3 weeks notice needed for scheduling
This price does not include weekend, after hours or night work
Core drilling @ $100 per hole
Total Proposal Price
Quote
Date
9/30/2022
Quote No.
23315
To
Hunter Contracting
701 N. Cooper Rd.
Gilbert, AZ 85233
ROC073834
2827 E Illini St
Project
Malcolm George
Expiration Date
10/30/2022
Project
Phone # 602-276-7256
Fax # 602-276-7918
E-Mail: TSS@TotalStripingSolutions.com
Website: TotalStripingSolutions.com
Total
Description
Total
Tumbleweed - 2200 S Hamilton St, Chandler (Revised 12/15/2022 and 01-11-2023)
On-site
Layout and stripe per plans................two (2) coats paint
Off-site
Layout and stripe per plans.......initial application of all striping to be one (1) coat traffic
paint WITH GLASS BEADS......final application 30 to 60 days later to be done via
Extruded Thermoplastic...........Arrows and Bike Lane to be done in Preform
Thermoplastic
Per e-mail from Hunter Contracting on 09/23/2022.
Based off of detail sheets C5.1, C5.2 C5.3, C5.7, C5.8, C5.9, C5.10 and C8.13 in the
link sent from Hunter Contracting on 12/14/2022.
ONLY for the proposed area.............EXCLUDES all other areas.........
EXCLUDES ALL Obliteration as plans requires water blasting for obliteration which is
a service we do not provide
Revised after reviewing 90% plans on 12/14/2022.....adding off-site striping and
signage
Revised on 01-11-2023 to 47LF of Mag 130 Type II Barricades
Page 1
Quote
Date
9/30/2022
Quote No.
23315
To
Hunter Contracting
701 N. Cooper Rd.
Gilbert, AZ 85233
ROC073834
2827 E Illini St
Project
Malcolm George
Expiration Date
10/30/2022
Project
Phone # 602-276-7256
Fax # 602-276-7918
E-Mail: TSS@TotalStripingSolutions.com
Website: TotalStripingSolutions.com
Total
Description
Total
Plans do NOT list amount of red curb nor fire lane signs...
Would be $330.00 each, for STANDARD ROUND POST with single sign installed in
asphalt/landscape...coring would be incremental, depending on number of holes.
Red curb would be $0.66 per lf...one coat paint
3" stencils on curb "Fire Lane No Parking" would be $15.95 each
On-site
Stall lines/hash - 9,665 LF
Labor
2,764.19
Materials
2,551.56
HC Symbols - 16
Labor
352.00
Materials
264.00
Install sixteen (16) HC signs and eight (8) van signs on 2" square posts with anchor
and sleeve in landscape
Labor
1,936.00
Materials
5,504.00
Deliver/Install sixteen (16) new wheel stops (ADA Stalls)
Labor
396.00
Page 2
Quote
Date
9/30/2022
Quote No.
23315
To
Hunter Contracting
701 N. Cooper Rd.
Gilbert, AZ 85233
ROC073834
2827 E Illini St
Project
Malcolm George
Expiration Date
10/30/2022
Project
Phone # 602-276-7256
Fax # 602-276-7918
E-Mail: TSS@TotalStripingSolutions.com
Website: TotalStripingSolutions.com
Total
Description
Total
Materials
836.00
Sub-Total for on-site
14,603.75
Off-site
Initial application of all striping to be one (1) coat traffic paint WITH GLASS BEADS
18SW - 198LF/12SW - 763LF/8SW - 1,745LF/6SW - 3,030LF
Labor
1,399.67
Materials
2,960.76
ADOT Arrows - 8
Labor
96.80
Materials
138.60
Bike Lane with Arrow - 4
Labor
48.40
Materials
69.30
Deliver and install one (1) R1-1 30" Stop sign mounted on street light pole
Labor
121.00
Materials
434.50
Deliver and install three (3) R1-1 30" Stop sign on 2" square post with anchor and
sleeve in landscape
Labor
363.00
Page 3
Quote
Date
9/30/2022
Quote No.
23315
To
Hunter Contracting
701 N. Cooper Rd.
Gilbert, AZ 85233
ROC073834
2827 E Illini St
Project
Malcolm George
Expiration Date
10/30/2022
Project
Phone # 602-276-7256
Fax # 602-276-7918
E-Mail: TSS@TotalStripingSolutions.com
Website: TotalStripingSolutions.com
Total
Description
Total
Materials
1,303.50
Deliver and install one (1) 2" square post with anchor and sleeve in
landscape…...........two (2) signs per post….....one (1) each R4-7 18"x24" Keep Right
sign….....one (1) each OM1-3 18" Object Marker sign
Labor
121.00
Materials
564.50
Deliver and install three (3) R4-7 18"x24" Keep Right sign on 2" square post with
anchor and sleeve in landscape
Labor
363.00
Materials
1,303.50
Deliver and install one (1) R2-1 18"x24" Speed limit 25 sign mounted on street light
pole
Labor
121.00
Materials
434.50
Relocate one (1) R2-1 18"x24" Speed limit 25 sign on 2" Square post with anchor and
sleeve in landscape
Labor
121.00
Materials
434.50
Relocate two (2) R1-1 30" Stop sign mounted on 2" Square post with anchor and
sleeve in landscape
Labor
242.00
Materials
869.00
Page 4
Quote
Date
9/30/2022
Quote No.
23315
To
Hunter Contracting
701 N. Cooper Rd.
Gilbert, AZ 85233
ROC073834
2827 E Illini St
Project
Malcolm George
Expiration Date
10/30/2022
Project
Phone # 602-276-7256
Fax # 602-276-7918
E-Mail: TSS@TotalStripingSolutions.com
Website: TotalStripingSolutions.com
Total
Description
Total
Final application 30 to 60 days later to be done via Extruded
Thermoplastic...........Arrows and Bike Lane to be done in Preform Thermoplastic
18SW - 198LF
Labor
217.80
Materials
1,323.14
12SW - 763LF
Labor
671.44
Materials
3,399.17
8SW - 1,745LF
Labor
1,343.65
Materials
5,182.65
6SW - 3,030LF
Labor
2,166.45
Materials
6,749.33
ADOT Arrows - 8
Labor
1,980.00
Materials
4,620.00
Bike Lane with Arrow - 4
Labor
990.00
Materials
2,310.00
Page 5
Quote
Date
9/30/2022
Quote No.
23315
To
Hunter Contracting
701 N. Cooper Rd.
Gilbert, AZ 85233
ROC073834
2827 E Illini St
Project
Malcolm George
Expiration Date
10/30/2022
Project
Phone # 602-276-7256
Fax # 602-276-7918
E-Mail: TSS@TotalStripingSolutions.com
Website: TotalStripingSolutions.com
Total
Description
Total
Sub-Total for off-site
42,463.16
Revised on 01-11-2023
Deliver and install seven (7) 6' section Mag 130 Type II Barricades to block 47LF
Labor
1,750.00
Materials
3,500.00
Sub-Total for revision on 01-11-2023
5,250.00
Page 6
This is a quotation on the services/goods named, subject to the conditions noted below:
For street related work TSS is not responsible for traffic control or permits/fees and is the sole responsibility and cost of the contractor.
For signs/posts and bollard installation or other work that requires digging TSS is not liable for any irrigation or other underground pipes/lines .
If striping is on new asphalt or slurry, TSS will only warranty for 6 months if single coat of paint is applied. For 12 month warranty needs to be 2
coats of paint.
$62,316.91
1130 N. Alma School Road, Suite 120, Mesa, AZ 85201 | T: 480.503.2250 | F: 480.503.2258 | www.epsgroupinc.com
January 6, 2023
Malcolm George
Hunter Contracting
Re: Tumbleweed Park
EPS Group, Inc. is pleased to submit this proposal for the above referenced project. Our total fee as
shown in the scope below is $64,375.00
• Calibration/Control - $1,305.00
• Office Support - $6,900.00
• Limits/Removals - $1,160.00
• Rough Grade - $9,280.00
• Storm Drain - $1,740.00
• Waterline - $1,160.00
• Sewer - $870.00
• Light Poles - $4,640.00
• Fence - $2,610.00
• Fields - $2,320.00
• Concrete - $14,500.00
• Subgrade Bluetops - $3,480.00
• ABC Bluetops - $3,480.00
• Sianage & Striping - $1,160.00
• Utility Adjustments - $870.00
• As-builts - $8,900.00
Sincerely,
Derek Lundquist
Survey Project Manager
EPS Group, Inc
$71,355.00
$9,280.00
CONSTRUCTION STAKING SCOPE & FEE SCHEDULE FOR:
Tumbleweed Park
1
Calibration and Control
•
Calibrate site horizontally and vertically and produce horizontal control
sheet for staking project. Establish additional onsite control for use
during project.
$1,305
2
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.
$6,900
3
Limits/Removals
•
Stake TCE or right of way with a single offset at 100’ intervals.
•
Mark concrete and pavement removals with a white paint mark.
$1,160
4
Rough Grade
•
Stake rough grade for curb and detached sidewalk. Stakes will be set at
50’ intervals and graded to finished grade.
•
Slope stake retentions at 50’ intervals with offset to top and story
staked to toe of slope.
•
Stake 100’ grid throughout fields with grade marked to finished grade.
$9,280
5
Storm Drain
•
Stake pipe alignment with a single offset at 50’ intervals and grade to
invert.
•
Stake manholes, catch basins and ends of pipe with a double offset and
grade to invert.
$1,740
6
Waterline
•
Stake alignment with a single offset at 50’ intervals and grade to invert.
•
Stake water valves, horizontal/vertical bends, tees, caps, meters and
tie-in locations with a single offset and grade to invert.
•
Stake fire hydrants with a double offset and grade to finished grade.
$1,160
7
Sewer
•
Stake alignment with a single offset at 25’ intervals and grade to invert.
•
Stake manholes and stubs with a double offset and grade to rim and
invert.
$870
9
Light Poles
•
Stake centerline of light poles with a nail and lath on actual for
trenching.
•
Stake centerline of light poles and Musco poles with a double offset and
grade to finished grade for final.
•
Stake Musco pole aiming points with a single offset.
$4,640
10
Fence
•
Stake alignment at ends, angle points, and 50’ intervals with a single
offset.
$2,610
11
Fields
•
Set subgrade bluetops at 100’ intervals throughout baseball fields.
$2,320
* Set subgrade bluetops at 50' intervals $2,320
* Set subgrade bluetops at 25' intervals $4,640
12
Concrete/Hardscape
•
Stake alignment for curb at 25’-35’ intervals with a single offset and
grade to top of curb.
•
Stake detached sidewalk at 50’ intervals with a single offset and grade
to top of walk.
$14,500
13
Subgrade Bluetops
•
Set bluetops at grade breaks and 25’-35’ intervals along edge of parking
bays. If grade exceeds 0.30’ from design, cuts or fills will be marked in
place of bluetop.
$3,480
14
ABC Bluetops
•
Set bluetops at grade breaks and 25’-35’ intervals along edge of parking
bays. If grade exceeds 0.30’ from design, cuts or fills will be marked in
place of bluetop.
$3,480
15
Signage and Striping
•
Stake embedded post traffic signs with a single offset.
•
Stake final striping at 50’ intervals, starts and stops with a paint dot.
$1,160
16
Utility Adjustments
•
Topo existing and new utilities to be raised following construction.
•
Mark utility adjustments with a white paint mark.
$870
17
As-Builts
• Provide civil as-built data per City of Mesa requirements onto approved
construction plans only.
• Landscape and Irrigation plan as-builts are not included.
• EPS will provide as-built drawings by digital copy only.
$8,900
TOTAL FEE, ABOVE SERVICES*
$64,375.00
*This is for information only. The project will be billed at a lump sum fee.
*Above total includes 65 trips to site. Any additional trips may be subject to a mobilization
charge of $250 per trip.
$71,355.00
* Addtional bluetops in fields $6,980
Assumptions/Exclusions
1.
Please review this proposal carefully, as we have attempted to provide a complete Scope of
Services for your project. Any items requested to be staked during the course of construction,
but not listed in the Scope of Services, will be considered non-contract additional services.
Additional and re-staking services will be invoiced at our current hourly rate.
2.
Any questions regarding the accuracy of construction staking will not be considered unless the
Surveyor’s reference points and stakes are preserved intact in their original and undisturbed
state. The survey director/field supervisor must be notified immediately if any inaccuracy of
construction is suspected.
3.
A minimum 48-hour working day notice will be required for scheduling work.
4.
Contract staking, additional staking and re-staking services shall be performed on an “upon
request” basis, and must be approved by the General Contractor or Owner prior to their
request.
5.
All staking shall be performed one time only under the Fee Schedule, unless otherwise noted.
6.
The Surveyor shall coordinate directly with the General Contractor to determine offset distances
and lath markings, or if unavailable, the surveyor will use industry standards. The Surveyor shall
provide cut sheets to the General Contractor upon request.
7.
The General Contractor is responsible for scheduling as-builts with a 48-hour working day
notice. Utility as-builts must be obtained prior to backfill or they may have to be exposed or
potholed at a later date.
8.
This proposal is based on receiving digital data, i.e., CAD files from the Engineer of Record,
including PDF or a hard copy of the approved stamped plans.
9.
The General Contractor and his subcontractors shall maintain and use sets of approved plans at
the project site, and verify to the best of their ability the accuracy all stakes prior to
construction. The General Contractor and his subcontractors shall not be liable for the accuracy
of the Surveyor’s stakes unless disturbed prior to construction.
10.
Any changes in or additions to the Project within its general scope will result in a fee adjustment
or change order.
11.
This bid is for construction staking services only. The horizontal control portion of the services
does not include setting property corners unless EPS is the original Surveyor of Record for the
property, prior to the construction phase.
12.
This scope and fee proposal does not include Engineer’s Certifications, Substantial Completion
letters, filing of “Approval of Construction” (AOC), for water & sewer, etc. This task is not in the
purview of a Land Surveyor, but rather the Engineer of Record with no exceptions.
13.
Any and all ALTA Surveys, Topo Maps, Legal Descriptions, Record of Surveys, setting of property
pins is excluded in its entirety.
Services Estimate
Date
1/3/2023
Estimate #
01032301
To:
Hunter Contracting Co.
720 N Cooper Rd.
Gilbert AZ 85233
Job Name
TUMBLEWEED PARK BALLFIELD
Sales Rep
Jeff Gardner
ALL ADDENDA HAVE BEEN
RECEIVED AND ACKNOWLEDGED
Total
Pricing based on specified quantities, and this is an ESTIMATE ONLY. Actual Quantities will be
billed.
Maintenance and Removal is not included unless specifically listed above as a line item
Po Box: 14695, Scottsdale, AZ 85267
Phone: 480-513-8986 Fax: 480-657-2057
ROC 258214 Email: Jeff@desertservices.net
By Signing this Estimate I am Authorizing SWPP Solutions to Proceed with the work indicated above:
Print Name:_____________________________ Signature: _____________________________
Item
Description
Qty
U/M
Cost
Total
SWPPP ESTIMATE FOR:
TUMBLEWEED PARK BALLFIELD COMPLEX
2200 SOUTH HAMILTON STREET
CHANDLER, AZ 85286
SWPPP Narrative
SWPPP Narrative Design Manual - Required per EPA Specifications (Each)
Narratives alone (no BMP installations) will be $1,300.00
1
1,095.00
1,095.00
Compost Filter ...
Installation of 9" Compost Filter Sock (LF)
(EPA approved equal to silt fence as specified)
Add for Staking if greater than 4:1 slope at $0.50/LF
500
2.45
1,225.00
AS ALTERNATE (IF ABSOLUTELY REQUIRED)
Installation of wire backed silt fence on job site (at $4.90/LF)
Installed using steel t-posts via Tommy Slice Method
(orange safety caps for steel t-posts are included)
Gravel Backfill not required when Slice Method of installation is used
Rock Entrance
Rock Entrance installed with Rock and Filterfabric per SWPPP Plan (Each)
1
1,975.00
1,975.00
Misc
Installation of Rumble Grates on job site included in above price if installed
at the same time as the rock entrance (additional cost if installed later)
Monthly rental charge for Rumble grates on the job site. $725.00 per month + tax
per entrance Maintenance not included
Inlet Protection
Drop Inlet Protection (Each)
14
145.00
2,030.00
Inlet Protection
Curb Inlet Protection (Each)
8
250.00
2,000.00
Page 1
Services Estimate
Date
1/3/2023
Estimate #
01032301
To:
Hunter Contracting Co.
720 N Cooper Rd.
Gilbert AZ 85233
Job Name
TUMBLEWEED PARK BALLFIELD
Sales Rep
Jeff Gardner
ALL ADDENDA HAVE BEEN
RECEIVED AND ACKNOWLEDGED
Total
Pricing based on specified quantities, and this is an ESTIMATE ONLY. Actual Quantities will be
billed.
Maintenance and Removal is not included unless specifically listed above as a line item
Po Box: 14695, Scottsdale, AZ 85267
Phone: 480-513-8986 Fax: 480-657-2057
ROC 258214 Email: Jeff@desertservices.net
By Signing this Estimate I am Authorizing SWPP Solutions to Proceed with the work indicated above:
Print Name:_____________________________ Signature: _____________________________
Item
Description
Qty
U/M
Cost
Total
Concrete Rolloff
15 Cubic Yard Concrete Rolloff System (Each)
Additional Move Charges, and contaminated water pump off charges may apply.
1
725.00
725.00
SWPPP Sign
SWPPP Sign - per ADEQ Specifications
1
275.00
275.00
Spill Kit
Spill Kit - per ADEQ Specifications
1
345.00
345.00
Dust Control Sign
Dust Control Sign
1
575.00
575.00
Misc
City Approved Fire Access Signs
1
675.00
675.00
Misc
Textura Setup Charge
1
100.00
100.00
Misc
CCIP/OCIP/Insurance portal fees/Prequal portal fees
1
250.00
250.00
Inspections
SWPPP Inspections: (approximately 12 months)
Performed every 14 days (1/2 in rain) @ $195.00 each
Includes additional inspections for months with more than 4 weeks
Additional inspections for rain events and/or project extension
are not included in this total & will be billed at $195.00 each
27
195.00
5,265.00
Permit Filing
Dust Control Permit $4,605.00 ($750.00 Filing + $3,855.00 Acreage Fee)
An Expedited Dust Permit is available at an additional cost
Mobilization Ch...
Mobilization Charges (Each)
Any additional trips for BMP installations will be billed at the same price
2
245.00
490.00
Page 2
Services Estimate
Date
1/3/2023
Estimate #
01032301
To:
Hunter Contracting Co.
720 N Cooper Rd.
Gilbert AZ 85233
Job Name
TUMBLEWEED PARK BALLFIELD
Sales Rep
Jeff Gardner
ALL ADDENDA HAVE BEEN
RECEIVED AND ACKNOWLEDGED
Total
Pricing based on specified quantities, and this is an ESTIMATE ONLY. Actual Quantities will be
billed.
Maintenance and Removal is not included unless specifically listed above as a line item
Po Box: 14695, Scottsdale, AZ 85267
Phone: 480-513-8986 Fax: 480-657-2057
ROC 258214 Email: Jeff@desertservices.net
By Signing this Estimate I am Authorizing SWPP Solutions to Proceed with the work indicated above:
Print Name:_____________________________ Signature: _____________________________
Item
Description
Qty
U/M
Cost
Total
ADDITIONAL SERVICES - SUBJECT TO LOCATION & SITE CONDITIONS
Water Truck Ser...
Provide water truck services for dust control prevention and track out.
Several schedules available: Services beginning at $100.00 per hr based 5X2X and
$110.00 per hr based on 5X1X Schedules with 1 hr min.
Onsite full time trucks with Maricopa Certified drivers available to completely
manage your site at $75.00 per hour, based on 8 hrs per day.
Temp Fencing
Installation of temp fence @ 1.45/LF + trip charge + tax
Price is the same for pounded or on stands (add $15.00 per stand for sand bags)
Gate is included in the install/remove price
Privacy screen is an add’l $2.75/LF + tax installed
Rental is $0.45/LF + tax per month ($100.00 minimum monthly rental charge)
**$245.00 + tax per trip charge (initial installation and any add’l trips)
PORTABLE TO... Porta John Services - @ $110.00 per month - 1 cleaning per week. $25.00 Delivery
& $25.00 Pickup + 10% fuel surcharge + tax
(monthly price may vary dependent upon service location)
ROLL OFFS
40 Yard @ $450.00 per pull + 10% fuel surcharge
4 Ton included - $60.00 per ton over 4
Please call for pricing on other sizes
STREET SWEE...
Provide street sweeping services at $120.00 per hour with a two hour minimum
Page 3
$17,025.00
CUSTOMER:
Item
CM#
Description
#
Units
Price Per
Unit
Amount
Hunter
Contracting Co
CGP
ADEQ Stormwater Pollution Prevention Physical Binder, E-book
1
Per
Site
$1,650.00
$1,650.00
PROJECT:
Signage
Dust Control Project Sign (required for sites 5> acre)
1
EA
$330.00
$330.00
Tumbleweed Park
90%
Signage
SWPPP Sign (required for sites 1> acre)
1
EA
$110.00
$110.00
DATE:
Mobilization
Mobilization of SWPP Team
1
Per
Visit
$550.00
$550.00
12/29/22
Installation
EC-5
Stabilized Construction Entrance (30'x50'x6" w/ 1"-3" rock with fabric base)
1
EA
$2,860.00
$2,860.00
PREPARED BY:
Installation
GH-4
Concrete Washout Area (Straw Bales, Stakes, Plastic Lining)
1
EA
$1,210.00
$1,210.00
Ayreson Burks
Inspection
Storm Event Trigger Inspection
5
Per
Visit
$220.00
$1,100.00
ACCEPT BY DATE:
Installation
SPC-7
Curb Inlet Protection 6' (secured with gravel bags)
6
EA
$104.50
$627.00
3/29/23
Installation
SPC-7
Drop Inlet Protection 28"x28" (secured with gravel bags)
11
EA
$93.50
$1,028.50
REVISION:
Inspection
Stormwater Pollution Prevention Inspections (24 per year @ 14 day interval)
24
Per
Visit
$220.00
$5,280.00
1
Installation
SPC-2
Sand Bags
62
EA
$6.05
$375.10
Installation
SPC-1
5" FILTREXX WattleSock (No Stakes Required)
0
LF
$1.98
$0.00
Installation
SPC-1
9" Sediment Wattle(with Wood Stakes)
0
LF
$2.75
$0.00
Installation
SPC-5
Wire Mesh Silt Fence (36" fabric, 24" wire w/ steel stakes)
0
LF
$3.63
$0.00
Installation
GH-4
One (1) 6'x6' Concrete Washout
0
Month
$550.00
$0.00
Sweeper
GH-6
Street Sweeping @ 4 Hour Per Day min
0
Per
Hour
$137.50
$0.00
Water Truck
EC-7
Dust Control @ 6 Hour Per Day min
0
Per
Hour
$121.00
$0.00
TOTAL PRICE EXCLUDES TAXES
$15,120.60
THIS QUOTE INCLUDES THE FOLLOWING CONDITIONS:
PROJECT QUOTE
2113 East Jackson Street, Phoenix, AZ 85034
480-272-6393 | bids@offsitesweeping.com
1. Allow up to 3 weeks for the development of the Stormwater Pollution Prevention Plan Book.
2. All units will be done on the field unit measurement. This is not a lump sum quote.
3. Zero quantity line items in this quote are unit prices for items that are commonly needed on a project by project basis.
Please use these unit prices for those items when deemed necessary.
4. If quantities change by more than 20%, Offsite reserves the right to re-price the project.
5. Offsite must have a completed contract on file before scheduling any work. Most require a minimum one-week lead time.
6. Quote is for original SWPPP install and does not include replacement of damaged or worn Control Measures.
a. If replacement of damaged or worn Control Measures are needed, use the unit prices within this quote to calculate cost.
7. Number of inspections performed may vary from quoted amount.
a. Offsite Sweeping shall bill only for the actual number of inspections that occur.
b. Rain event inspections shall be billed at quoted unit price, and on a per occurrence basis.
8. If the quotation is not accepted within 90 days of quotation date, Offsite reserves the right to
modify prices, terms or quantities. Payment due within 30 days after each scope completion.
9. On site delays will be billed to the contractor for the crew's rate plus 10%.
10. Quote excludes taxes, surveying, staking, permits, and SWPP plan changes/amendments.
11. Inspection recommendations for corrections will be decided by the owner.
12. We acknowledge all addendums associated with this project.
To Whom it may concern,
We appreciate the opportunity to submit our pricing and look forward to being selected as your general contractor.
Code
Description
Notes
Bid Amount
01
General Requirements
$95,858.89
03
Concrete
$62,875.00
04
Masonry
$79,949.64
05
Metals
$159,357.87
06
Wood, Plastics, & Composites
$7,500.00
07
Thermal & Moisture Protection
$15,850.00
08
Openings
$40,775.00
09
Finishes
$17,844.90
10
Specialties
$10,237.50
22
Plumbing
$209,070.00
26
Electrical
$48,189.90
27
Communications
$8,000.00
X
Subtotal
$755,508.70
X
$1.00
X
General Contractor Fee
$60,440.70
General Liability Insurance
$3,777.54
X
Chandler Tax
$39,555.15
X
Total
$859,282.09
$1.00
$1.00
January 6, 2023
ROC 190936
Developing Foundations of Trust
Project Name:
Tumbleweed park ballfield complex
Please see attached page(s) for cost breakdown.
520.858.6501 • 3009 N Rockwell Blvd #4, Casa Grande, AZ 85122 • www.capitalrinc.com
Capital R Construction - Detail List
Code
Description
Notes
Bid Amount
01
General Requirements
Anticipating a construction duration of 5 months.
$95,858.89
a
General Conditions
Office support, field supervision, safety materials, jobsite office, generator, dumpsters, temp.
toilets, etc.
$94,773.33
a
Final Clean
Final clean of building prior to owner take over.
$1,085.55
03
Concrete
$62,875.00
a
Site Concrete
Approximately 1000SF of sidewalk around building footprint.
$8,500.00
a
Building Concrete
Restroom building foundation and slab on grade.
$54,375.00
04
Masonry
$79,949.64
a
Masonry, Building
Masonry includes integral color block at exterior walls and gray block at interior walls, stem wall
and integral color block at wash stations at restroom.
$79,949.64
05
Metals
$159,357.87
a
Structural Steel
Scope includes columns, beams, cross support beams, rib deck, metal frames with woven wire
mesh infill, embeds, and anchor bolts
$110,857.87
a
Metal Specialties
Allowance for stainless steel access panels and miscellaneous steel at wash station
$48,500.00
06
Wood, Plastics, & Composites
$7,500.00
a
Millwork
Allowance for solid surface at wash stations.
$7,500.00
07
Thermal & Moisture Protection
$15,850.00
a
Roofing
Miscellaneous roof flashing allowance
$7,500.00
a
Joint Sealants
Caulking includes sidewalk to building, steel column concrete pad ejs, concrete to steel h
column, exterior wall pipe penetrations, masonry control joints, HM doors at exterior and cmu
walls, interior floor to cmu walls, interior floor sawcut joints.
$8,350.00
08
Openings
$40,775.00
a
Frames, Doors, & Hardware
HM doors and frames are bid from DKS, with louvers on doors and hardware. Hardware was
altered from the schedule as what was called out would not work. We have proposed standard
push pull hardware with lock indicators for restroom doors.
$40,775.00
09
Finishes
$17,844.90
a
Painting
Pricing includes prime and paint interior CMU walls and chase with block fill primer and water
based epoxy paint, HM doors and frames, exposed steel structure, anti graffiti coating on
exterior CMU, 2 coats of epoxy paint with 1 clear urethane coating at floor with non slip additive
and color flake chip.
$17,844.90
10
Specialties
$10,237.50
a
Specialties
Pricing includes grab bars, soap dispensers, 9" roll toilet paper holder surface mounted,
stainless steel shelf, frameless bright annealed stainless steel mirror, surface mounted stainless
steel hand dryer.
$10,237.50
22
Plumbing
$209,070.00
a
Plumbing
Pricing includes trench drains, water closets, urinals, lavatories, mixing valves, drinking
fountains, remote chillers, mop sink, hammer arrestors, wall hydrant/hose bib, floor drains, 2 way
4" cotg cleanout, wall cleanouts, air admittance valves, trap guards, water heater, recirc pump,
expansion tank, ball valve, shut off valve, digging/backfilling/trenching, cast iron pipe fittings for
new drain, waste and venting system, water piping to be type L copper, and insulation for hot
water piping above ceiling.
$209,070.00
26
Electrical
$48,189.90
a
Electrical
Electrical includes stub out conduit 10' outside of bathroom for feeder provided by others, New
200 Amp Panel R per one line drawings, new 75kva transformer, lighting fixture package,
lighting controls, outlets, EMT for all exposed electrical and MC conduits in walls.
$48,189.90
27
Communications
$8,000.00
a
Security System
Access control allowance for electric strike hardware figured at double doors only
$8,000.00
X
Subtotal
$755,508.70
X
$1.00
X
General Contractor Fee
$60,440.70
General Liability Insurance
$3,777.54
X
Chandler Tax
$39,555.15
X
Total
$859,282.09
$1.00
$1.00
Project
Address:
Tumbleweed park ballfield complex
2200 S. Hamilton St
Chandler, AZ 85286
Plan Issue Date:
Site Area (Acres):
Building Area (Sq. Ft.):
Client:
Contact:
Address:
Phone:
e-mail:
Hunter Contracting
Steven Brinkerhoff
701 N. Cooper Rd
Gilbert, AZ 85233
480.503.7448
steven.brinkerhoff@huntercontracting.c
Architect Company:
Architect Name:
Address:
Phone:
e-mail:
RJA Architecture
10245 East Via Linda Blvd
Scottsdale, AZ 85258
602.955.775
12.14.22
1,985
520.858.6501 • 3009 N Rockwell Blvd #4, Casa Grande, AZ 85122 • www.capitalrinc.com
Capital R Construction - Detail List
a
Clarifications:
$1.00
a
Pricing is valid for 30 days.
$1.00
a
$1.00
a
Allowances:
$1.00
a
$48,500 allowance for miscellaneous metals and stainless steel.
$1.00
a
$7,500 allowance for solid surface at wash stations
$1.00
a
$7,500 allowance for miscellaneous roof flashing
$1.00
a
$8,000 allowance for access control system
$1.00
a
$1.00
a
Alternates:
$1.00
a
Deduct from base bid $7,180.00 to use ABS or PVC solid core piping ILO cast iron for drain/waste/venting
$1.00
a
Add $25,000.00 to base bid to change flooring from epoxy paint at floor to epoxy flooring
$1.00
a
$1.00
a
Exclusions:
$1.00
a
Signage
$1.00
a
Bonds
$1.00
a
Builders risk
$1.00
a
HVAC
$1.00
a
Fire alarm
$1.00
a
Fire sprinklers
$1.00
a
Permits/permit fees
$1.00
a
Escalation
$1.00
a
Site work
$1.00
a
Grading
$1.00
a
Utilities
$1.00
520.858.6501 • 3009 N Rockwell Blvd #4, Casa Grande, AZ 85122 • www.capitalrinc.com
GMP 2 PLANS AND SPECIFICATIONS
The following documents were referenced to establish pricing for this GMP:
• Plans:
o “Tumbleweed Park Ballfield Complex”; Project No. PR2106.401; 90%
Submittal dated December 9, 2022 by Gavan & Barker, Inc.
o “Tumbleweed Park Ballfield Complex Landscape Plan”; Project No.
PR2106.401; 90% Submittal dated December 9, 2022 by Gavan &
Barker, Inc.
o “Tumbleweed Park Ballfield Complex Electrical”; Project No. PR2106.401;
90% Submittal dated December 9, 2022 by Wright Engineering
o “Tumbleweed Park Ballfield Complex Building”; Project No. PR2106.401;
90% Submittal dated December 9, 2022 by RJA Architects
o
• Specifications:
o “Tumbleweed Park Ballfield Complex Technical Specifications”; Project
No. PR2106.401; 90% Submittal dated December 9, 2022 by Wright
Engineering
• Geotechnical:
o “Tumbleweed Park Ballfield Complex Electrical”; Project No. PR2106.401;
90% Submittal dated October 12, 2022 by RAMM.