Brooks Crossing Park JOC Contract
Extracted text (via pymupdf)
135407 characters
Project Name: Brooks Crossing Park Improvements
Page 1
Project No.: PR2205.401
Rev. 3/19/2024
CITY OF CHANDLER
JOB ORDER PROJECT AGREEMENT
BROOKS CROSSING PARK IMPROVEMENTS
Project No. PR2205.401
Council Date: June 13, 2024
This JOB ORDER PROJECT AGREEMENT (”Job Order”) is made this _____ day of _____________ 2024
(“Effective Date”), by and between the City of Chandler, an Arizona municipal corporation, (“City”)
and DNG Construction, LLC, an Arizona limited liability company, (“JOC Contractor”) and is
entered into pursuant to Job Order Master Agreement No. JOC2420.401 (“JOC Master Agreement”).
City and JOC Contractor may be referred to individually as “Party” or collectively as “Parties”).
City and JOC Contractor, in consideration of the mutual covenants herein set forth, agree as
follows:
RECITALS
A. On or about February 16, 2024, the Parties entered into the JOC Master Agreement, which
terms and conditions are made a part of and incorporated into this Job Order Project Agreement
by this reference.
B. City proposes to engage JOC Contractor for construction services as more fully described in
Article 1 and Exhibit "A", which is attached to and made a part of this Job Order by this reference.
C. JOC Contractor is ready, willing, and able to provide the services described in Exhibit “A” for
the compensation and fees set forth and as described in Exhibit ”B”, which is attached to and
made a part of this Agreement by this reference.
ARTICLE 1. DESCRIPTION OF WORK
The Parties enter into this Job Order Project Agreement for the BROOKS CROSSING PARK
IMPROVEMENTS, Project Number PR2205.401. The scope of work consists of renovation of the
existing neighborhood park including LED lighting, play structures, shade structures, exercise
stations, site furnishings, ADA compliant concrete walkways, and landscape/irrigation, all as more
particularly set forth in Exhibit “A” attached hereto and incorporated herein by reference.
Project Name: Brooks Crossing Park Improvements
Page 2
Project No.: PR2205.401
Rev. 3/19/2024
The JOC Contractor will not accept any change of scope, or change in Agreement provisions, unless
issued in writing, as a Agreement amendment or change order and signed by the authorized
signatories for each party.
Performance and Payment Bonds, as set forth in Exhibit “C” and Exhibit “D” respectively attached
hereto and incorporated herein by reference, will be due prior to execution of each Job Order
Project Agreement in the full amount of each Job Order.
At project completion, JOC Contractor must complete Contractor's Affidavit Regarding Settlement
of Claims and Certificate of Completion, as set forth in Exhibit “E” and Exhibit “F” respectively
attached hereto and incorporated herein by reference.
ARTICLE 2. PROJECT PRICE
City will pay JOC Contractor for completion of the Work in accordance with the JOC Master
Agreement a fee not to exceed the Guaranteed Maximum Price of $1,987,588 Dollars determined
and payable as set forth in JOC Master Agreement and Exhibit “B” attached hereto and made a
part hereof by reference.
ARTICLE 3. AGREEMENT TIME & SCHEDULE
JOC Contractor agrees to complete all Construction within 210 calendar days from the Notice to
Proceed (NTP) Date.
ARTICLE 4. JOB ORDER CONTACTS
The following parties serve in the capacity below for this Job Order Project.
CITY:
Construction Project Manager: Raymond Potts
Phone: 480-782-3326
Email: raymond.potts@chandleraz.gov
JOC CONTRACTOR:
DNG Construction, LLC
3933 E. La Salle Street, Phoenix, AZ 85040
JOC Contractor Representative: Dominic DeMark
Phone: 480-361-9137
Email: ddemark@dngllc.com
Project Name: Brooks Crossing Park Improvements
Page 3
Project No.: PR2205.401
Rev. 3/19/2024
ARTICLE 5. FORCED LABOR OF ETHNIC UYGHURS PROHIBITED
By entering into this Agreement, Contractor certifies and agrees Contractor does not currently use
and will not use for the term of this Agreement: (i) the forced labor of ethnic Uyghurs in the
People's Republic of China; or (ii) any goods or services produced by the forced labor of ethnic
Uyghurs in the People's Republic of China; or (iii) any contractors, subcontractors or suppliers that
use the forced labor or any goods or services produced by the forced labor of ethnic Uyghurs in
the People's Republic of China
SIGNATURE PAGE TO FOLLOW
Project Name: Brooks Crossing Park Improvements
Page 4
Project No.: PR2205.401
Rev. 3/19/2024
IN WITNESS WHEREOF, the Parties have executed this Job Order as of the Effective Date.
“CITY” CITY OF CHANDLER
MAYOR
RECOMMENDED BY:
Daniel Haskins, P.E.
CIP City Engineer
APPROVED AS TO FORM:
City Attorney
ATTEST:
City Clerk
Seal
“JOC CONTRACTOR”
DNG CONSTRUCTION, LLC
Signature
Date
Print Name
Title
Signer Email Address
Dominic DeMark
President
ddemark@dngllc.com
5/1/24
Project Name: Brooks Crossing Park Improvements
Page A-1
Project No.: PR2205.401
Rev. 3/19/2024
EXHIBIT A
SCOPE OF WORK
3933 E. La Salle St.
Phoenix, AZ 85040
Phone- 480-361-9137
AZ ROC- 282951, 288968
dngcontruction.com
Raymond Potts
Construction/Design Project Manager
City of Chandler/Public Works & Utilities
Dear Raymond,
Sincerley,
Dominic DeMark
President
DNG Construction, LLC submits our proposal for the Brooks Crossing Park.
Our proposal includes new PT Pickleball court, resurfacing of an existing basketball court, fitness area, (2)
Ramadas, Playstructures, site furniture, LED area lighting, new park entryway, MDF, hardscape and landscape
improvements based on the plans and specifications sealed November 20, 2023.
Our proposal includes general conditions, overhead & fee, sales tax and insurances and all related
constructions costs. Our total proposal amount is $1,987,588 which includes $150,000 in owners allowance
and our project fee is $111,307. We anticipate the project to last about 5 months.
Please let us know if you have any concerns or comments relating to our proposal and look forward to
commencing work.
EXHIBIT "A"
JOB ORDER COST PROPOSAL
COVER SHEET
PR2205: Brooks Crossing Park
04/04/24
EXHIBIT A1
PROJECT SPECIFIC
SPECIAL PROVISIONS
Project Name: Brooks Crossing Park Improvements
Page A1-1
Project No.: PR2205.401
Rev. 3/19/2024
Plant Warranty and Guarantee
At no additional cost to City, Contractor will warranty all installed trees and saguaros for a period
of one year after final acceptance of the project against defects including death and unsatisfactory
growth, except for defects resulting from neglect by City, vandalism, force majeure, abuse or
damage by others, or incidents which are beyond Contractor’s control. Shrubs groundcovers, and
cactus varieties will be warranted through the duration of the plant establishment period. Remove
and replace plant material found to be dead or in unhealthy condition at any time during the Plant
Establishment Period or warranty period as applicable, or as directed by Engineer. Replace plant
material that is in doubtful condition at the end of warranty period, unless, in the opinion of
Engineer, it is advisable to delay replacement. If a replacement is delayed, another inspection will
be conducted, at an agreed upon date, to determine acceptance or rejection. Only one
replacement (per tree, shrub, or cacti) will be required during the warranty period, except for loss
or replacements due to failure to comply with the specified requirements.
EXHIBIT B
FEE SCHEDULE
Project Name: Brooks Crossing Park Improvements
Page B-1
Project No.: PR2205.401
Rev. 3/19/2024
3933 E. La Salle St.
Phoenix, AZ 85040
Phone- 480-361-9137
AZ ROC- 282951, 288968
dngcontruction.com
Negotiated Prices
1,459,686
$
-
$
130,412
$
-
$
-
$
SUBTOTAL (NEGOTIATED PRICES):
1,590,098
$
7%
111,307
$
TOTAL (NEGOTIATED PRICES + OVERHEAD & PROFIT):
1,701,405
$
Sales Tax, Material Only (Current Tax Rate)
5.07%
86,261
$
General Liability Insurance Percentage (Actual Cost per Job Order)
22,970
$
Builder's Risk Insurance Percentage (Actual Cost per Job Order)
9,938
$
Payment Bond (Actual Cost per Job Order)
17,014
$
Performance Bond (Actual Cost per Job Order)
Included
SUBTOTAL (INSURANCE, BONDS, & TAXES):
136,183
$
COMBINED TOTAL (TOTAL + INSURANCE, BONDS, & TAXES):
1,837,588
$
City's Allowance
150,000
$
TOTAL JOB ORDER:
1,987,588
$
Per the Job Order Master Agreement - This Fee Table includes all fees, costs, insurance and bond premiums, allowances, construction
contingency, and taxes of any type necessary to fully, propertly and timely perform and construct the Work. Also per the Job Order Master
Agreement - For any portion of the Work which, either through this Contract, Change Order or otherwise, is performed and paid for on a
cost, or time and materials basis, the costs may be reimbursed to JOC Contractor and chargeable against the Contract Price will be
determined as set forth in MAG 109.5.
Construction Labor (if applicable)
Insurance, Bonds, & Taxes
Price of Subcontractor(s)
Price of Subconsultant(s)
General Conditions
Preconstruction Labor (if applicable)
ENTER TAX % HERE:
EXHIBIT "B"
JOB ORDER COST PROPOSAL
SUMMARY SHEET
Overhead and Profit (Coefficient per Job Order Master Agreement)
PR2205: Brooks Crossing Park Rebuild
DATE:
04/05/24
PROJECT:
PREP. BY: DD/JT
LOCATION:
CHK'D BY:
QTY.
UNITS
UNIT COST
TOTAL COST
200
HRLY
102.50
$
20,500
$
800
HRLY
95.25
76,200
0
HRLY
76.50
-
0
HRLY
42.25
-
0
HRLY
56.50
-
0
LS
-
-
1
LS
1,500.00
1,500
2
SETS
75.00
150
1
EA
125.00
125
5
MONTHS
85.00
425
0
LS
-
-
0
LS
-
-
5
MONTHS
875.00
4,375
1
EA
500.00
500
5
MONTHS
75.00
375
5
MONTHS
475.00
2,375
0
MONTHS
-
-
0
EA
-
-
0
MONTHS
-
-
0
MONTHS
-
-
5
MONTHS
125.00
625
0
WKS
-
-
1063
LF
5.75
6,112
0
EA
-
-
1
LS
2,500.00
2,500
0
EA
-
-
1
LS
625.00
625
0
MONTHS
-
-
0
MHRS
-
-
5
LS
450.00
2,250
0
LS
-
-
5
TRIPS
525.00
2,625
5
MONTHS
875.00
4,375
0
LS
-
-
0
LS
-
-
0
MONTHS
-
-
5
MONTHS
955.00
4,775
130,412
$
EQUIPMENT / TOOL RENTAL
EQUIPMENT FUEL
PROJECT SAFETY
TOTAL GENERAL REQUIREMENTS
DUST CONTROL / PALLIATION
STREET SWEEPER
PROJECT SIGNAGE AND BARRICADES
FIRE PROTECTION AND SAFETY SUPPLIES
PROGRESSSIVE CLEAN UP
CONCRETE WASH OUT
FINAL CLEANING
TRASH DISPOSAL
PROJECT PICKUP TRUCK
MISC. SMALL TOOLS AND SUPPLIES
MOBILE PHONE USAGE
PROJECT SECURITY / WATCHMAN
TEMPORARY FENCE
TEMPORARY ROADS AND ENTRANCES
DRINKING WATER
TEMPORARY TOILETS / SANITARY FACILITIES
TEMPORARY POWER
TEMPORARY WATER - HYDRANT METER FEES
WATER CONSUMED
POWER CONSUMED
FIELD COMPUTER SERVICE
SITE COMPUTER - HARDWARE / SOFTWARE
DESIGN & ENGINEERING SERVICES
PROJECT FIELD OFFICE/STORGAE CONTAINTER
FIELD OFFICE SET-UP / REMOVAL
CARPENTER
BUILDING PERMIT
DUST CONTROL / ENVIRONMENTAL PERMIT
BLUEPRINTS, COPIES AND REPRODUCTION
POSTAGE & DELIVERY SEVICE
PROJECT SUPERINTENDENT
FIELD ENGINEER
LABORER
GENERAL REQUIREMENTS ESTIMATE
PR2205: Brooks Crossing Park
CHANDLER, AZ
DESCRIPTION
PROJECT MANAGER
PR2205: Brooks Crossing Park
MH
Unit
Cost
QTY
Unit
Cost
QTY
Unit
Cost
QTY
Unit
Cost
MH
Unit
Cost
2.05
4,500
$
2.10
8,942
$
2.12
74,450
$
2.22
13,750
$
2.30 Underground
23,500
$
2.45
77,774
$
2.50
259,874
$
2.60 Site Amenities
92,842
$
3.10
314,258
$
3.20 Basketball/Pickle Courts
59,000
$
11.40 Playground Equipment
208,925
$
12.25 Ramadas/Shade Canopy
68,361
$
12.32 Fitness Equipment
25,710
$
15.10
21,275
$
16.10
203,025
$
19.90
3,500
$
1,459,686
$
Exerplay
Competitive Edge
Harcon
Structural Inspection Allow
CTS
WAV
Fencing/Masonry
6k SWPPP
NorthStar
Vulcan
Exerplay
Exerplay
Above All
Exerplay
Materials/DISPOSAL
Subcontractors
Subcontractor, Supplier,
SBE
SCHEDULE OF VALUES
Bid Item
Bid Item Description
Qty
Unit
Labor
Equipment/Tools
Tools & Supplies
Rick Engineering
Concrete
Plumbing
Electrical
SWPP
Survey
Material Testing
RAMM
Demo/Earthwork
Redd Construction
Redd Construction
Landscape
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Survey
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Rick Engineering
1
EA
0.00
0.00
0.00
4,500.00
4,500.00
4,500.00
Verify horizontal & vertical control points
0.00
0.00
0.00
0.00
0.00
Pavement/Curb cuts for removals
0.00
0.00
0.00
0.00
0.00
Stakes for sidewalk
0.00
0.00
0.00
0.00
0.00
Stakes for waterline/drywells/basins/rip-rap culverts
0.00
0.00
0.00
0.00
0.00
Stakes for Ramadas & site amenities
0.00
0.00
0.00
0.00
0.00
Stakes for site grading
0.00
0.00
0.00
0.00
0.00
Stakes for new light poles
0.00
0.00
0.00
0.00
0.00
Asbuilts
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
TOTAL THIS SHEET
4,500.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: MATERIAL TESTING
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
RAMM
1
EA
0.00
0.00
0.00
8,942.00
8,942.00
8,942.00
Compaction Testing
0.00
0.00
0.00
0.00
0.00
Concrete Cylindars
0.00
0.00
0.00
0.00
0.00
Special Inspections
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
TOTAL THIS SHEET
8,942.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Demo_Earthwork
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Redd Construction
1
EA
0.00
0.00
0.00
61,950.00
61,950.00
61,950.00
Concrete demo
0.00
0.00
0.00
0.00
0.00
Demo playground structure
0.00
0.00
0.00
0.00
0.00
Demo Site amenities
0.00
0.00
0.00
0.00
0.00
Demo volleyball court
0.00
0.00
0.00
0.00
0.00
Demo landscape/trees
0.00
0.00
0.00
0.00
0.00
Remove dirt (New Containment area)
1
0.00
0.00
0.00
12,500.00
12,500.00
12,500.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
M&J
88,000.00
Buesing
79,500.00
TOTAL THIS SHEET
74,450.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: SWPPP
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
6k
1
EA
0.00
0.00
0.00
13,750.00
13,750.00
13,750.00
Waddels
0.00
0.00
0.00
0.00
0.00
Signage
0.00
0.00
0.00
0.00
0.00
Monthly Inspections
0.00
0.00
0.00
0.00
0.00
Log Book
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
Desert Services
16,780.00
TOTAL THIS SHEET
13,750.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Underground
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
NorthStar
1
EA
0.00
0.00
0.00
23,500.00
23,500.00
23,500.00
1" Water Service & Meter
0.00
0.00
0.00
0.00
0.00
1" Backflow Prevention Assembly
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
LJL
31,850.00
TOTAL THIS SHEET
23,500.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Fencing
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Vulcan
1
EA
0.00
0.00
0.00
77,774.00
77,774.00
77,774.00
Wire mesh
0.00
0.00
0.00
0.00
0.00
CMU Pillar & Steel Trellis
0.00
0.00
0.00
0.00
0.00
Pickleball fencing
0.00
0.00
0.00
0.00
0.00
Ramada CMU columns
0.00
0.00
0.00
0.00
0.00
Park sign structure
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
Steiger
85,000.00
TOTAL THIS SHEET
77,774.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Landscaping
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Redd Construction
1
EA
0.00
0.00
0.00
259,874.00
259,874.00
259,874.00
Trees
0.00
0.00
0.00
0.00
0.00
Shrubs
0.00
0.00
0.00
0.00
0.00
Boulders
0.00
0.00
0.00
0.00
0.00
DG
0.00
0.00
0.00
0.00
0.00
Curbing
0.00
0.00
0.00
0.00
0.00
Turf
0.00
0.00
0.00
0.00
0.00
Backflow Preventer
0.00
0.00
0.00
0.00
0.00
Grouted Rip Rap
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
Sunburst
305,000.00
DTR
325,000.00
TOTAL THIS SHEET
259,874.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Site Amenities
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Exerplay
1
EA
0.00
0.00
56,620.50
56,620.50
0.00
56,620.50
Trash Receptacle (15)
1
0.00
0.00
0.00
0.00
0.00
Benches (13)
1
0.00
0.00
0.00
0.00
0.00
Tables (4)
1
0.00
0.00
0.00
0.00
0.00
Bike Racks (2)
1
0.00
0.00
0.00
0.00
0.00
Grills (2)
1
0.00
0.00
0.00
0.00
0.00
Mats (7)
1
0.00
0.00
0.00
0.00
0.00
Pet Stations (5)
1
1,775.00
1,775.00
5,000.00
5,000.00
0.00
0.00
6,775.00
Wood Fiber
1
6,800.00
6,800.00
11,750.00
11,750.00
0.00
0.00
18,550.00
Install
1
0.00
0.00
0.00
10,896.00
10,896.00
10,896.00
Other Subcontractors
TOTAL THIS SHEET
92,841.50
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Concrete
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Competitive Edge
1
EA
0.00
0.00
0.00
314,258.00
314,258.00
314,258.00
Sidewalk
0.00
0.00
0.00
0.00
0.00
Flucuation Ramps
0.00
0.00
0.00
0.00
0.00
Turf curbing
0.00
0.00
0.00
0.00
0.00
Containment Headers
0.00
0.00
0.00
0.00
0.00
Slabs
0.00
0.00
0.00
0.00
0.00
CMU wall
0.00
0.00
0.00
0.00
0.00
Light pole bases
0.00
0.00
0.00
0.00
0.00
Sandblasting
0.00
0.00
0.00
0.00
0.00
Scuppers
0.00
0.00
0.00
0.00
0.00
CMU seat walls
0.00
0.00
0.00
0.00
0.00
Ramada Footing
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
HD Concrete
350,150.00
Harcon
Incomplete Bid
TOTAL THIS SHEET
314,258.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: PT Courts
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Harcon
1
EA
0.00
0.00
0.00
0.00
0.00
Pickle Ball Court (1)
1
0.00
0.00
0.00
23,400.00
23,400.00
23,400.00
Pickle Ball & Basketball Resurface
1
0.00
0.00
0.00
25,500.00
25,500.00
25,500.00
Basketball & Pickle Ball Equipment
1
0.00
0.00
0.00
7,500.00
7,500.00
7,500.00
Grade Prep
1
0.00
0.00
0.00
2,600.00
2,600.00
2,600.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
General Acrylics
66,540.00
TOTAL THIS SHEET
59,000.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Playground Equip
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Exerplay
1
EA
0.00
0.00
208,925.00
208,925.00
0.00
208,925.00
2-5 Years
0.00
0.00
0.00
0.00
0.00
5-12 Years
0.00
0.00
0.00
0.00
0.00
Spinners
0.00
0.00
0.00
0.00
0.00
Rider
0.00
0.00
0.00
0.00
0.00
Saddle Spinner
0.00
0.00
0.00
0.00
0.00
Design
0.00
0.00
0.00
0.00
0.00
Frieight
0.00
0.00
0.00
0.00
0.00
Install
0.00
0.00
0.00
41,320.00
0.00
0.00
Other Subcontractors
TOTAL THIS SHEET
208,925.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Ramada_Shade Struct
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Exerplay
1
EA
0.00
0.00
68,361.00
68,361.00
0.00
68,361.00
16' x 16' CRS (2)
0.00
0.00
0.00
0.00
0.00
Shade Stucture
0.00
0.00
0.00
0.00
0.00
Engineering
0.00
0.00
0.00
0.00
0.00
Install
0.00
0.00
0.00
31,455.00
0.00
0.00
Shipping
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
TOTAL THIS SHEET
68,361.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Fitness Equip
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Exerplay
1
EA
0.00
0.00
25,710.00
25,710.00
0.00
25,710.00
Ab Crunch
0.00
0.00
0.00
0.00
0.00
Balance Steps
0.00
0.00
0.00
0.00
0.00
Stepper
0.00
0.00
0.00
0.00
0.00
Chest/Back Press
0.00
0.00
0.00
0.00
0.00
Intro Sign
0.00
0.00
0.00
0.00
0.00
Engineering
0.00
0.00
0.00
0.00
0.00
Install
0.00
0.00
0.00
5,887.00
0.00
0.00
Freight
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
TOTAL THIS SHEET
25,710.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Plumbing
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
Above All
1
EA
0.00
0.00
0.00
21,275.00
21,275.00
21,275.00
MDF
0.00
0.00
0.00
0.00
0.00
Sump
0.00
0.00
0.00
0.00
0.00
Backflow Preventer
0.00
0.00
0.00
0.00
0.00
1" water line
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
TOTAL THIS SHEET
21,275.00
GENERAL ESTIMATE
PROJECT: PR2205: Brooks Crossing Park
PAGE:
TRADE: Electrical
BY: DD
DATE: 04/05/24
COST CODE
SUBCONTRACTOR
DESCRIPTION
QTY
UNITS
UNIT COST
LABOR
TOTAL LABOR
UNIT COST
MATERIAL
TOTAL MATERIAL
UNIT COST
EQUIPMENT
TOTAL
EQUIPMENT
UNIT COST SUB.
TOTAL SUB.
TOTAL COST
Selected Subcontractor
WAV
1
EA
0.00
0.00
0.00
203,025.00
203,025.00
203,025.00
Power to MDF & irrigation control
0.00
0.00
0.00
0.00
0.00
Relocation existing poles
0.00
0.00
0.00
0.00
0.00
Salvage Poles
0.00
0.00
0.00
0.00
0.00
Ramada light & recpt
0.00
0.00
0.00
0.00
0.00
LED Fixtures
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Other Subcontractors
Kimbrell
371,000.00
Rural Electric
No bid- See Solicitation
Hawkeye
No bid- See Solicitation
TOTAL THIS SHEET
203,025.00
GENERAL ESTIMATE
EXHIBIT E
Project Name: Brooks Crossing Park Improvements
Page E-1
Project No.: PR2205.401
Rev. 3/19/2024
CONTRACTOR'S AFFIDAVIT REGARDING SETTLEMENT OF CLAIMS
________________________, Arizona
Date ____________________________
Project Name:
BROOKS CROSSING PARK IMPROVEMENTS
Project No.:
PR2205.401
To the City of Chandler, Arizona
Gentlemen:
This is to certify that all lawful claims for materials, rental of equipment and labor used in
connection with the construction of the above project, whether by subcontractor or claimant in
person, have been duly discharged.
The undersigned, for the consideration of $________________________, as set out in the final pay
estimate, as full and complete payment under the terms of the Agreement, hereby waives and
relinquishes any and all further claims or right of lien under, in connection with, or as a result of
the above described project. The undersigned further agrees to indemnify and save harmless
the City of Chandler against any and all liens, claims or liens, suits, actions, damages, charges
and expenses whatsoever, which said City may suffer arising out of the failure of the
undersigned to pay for all labor performances and materials furnished for the performance of
said installation.
Signed and dated at ________________, this _________ day of _______________ 20_____.
__________________________________
CONTRACTOR
By _______________________________
STATE OF ARIZONA
)
) SS
COUNTY OF MARICOPA
)
The foregoing instrument was subscribed and sworn to before me this __________ day of
__________________ 20 _________.
___________________________________
Notary Public
___________________________________
My Commission Expires
EXHIBIT F
Project Name: Brooks Crossing Park Improvements
Page F-1
Project No.: PR2205.401
Rev. 3/19/2024
CERTIFICATE OF COMPLETION
Project:
BROOKS CROSSING PARK IMPROVEMENTS
Project No.: PR2205.401
(TO BE COMPLETED BY CONTRACTOR)
I HEREBY CERTIFY THAT ALL GOODS AND/OR SERVICES REQUIRED BY CITY OF CHANDLER PROJECT NO.
PR2205.401 HAVE BEEN DELIVERED IN ACCORDANCE WITH THE AGREEMENT DOCUMENTS AND BID
SPECIFICATIONS AND ALL ACTIVITIES REQUIRED BY THE CONTRACTOR UNDER THE AGREEMENT HAVE BEEN
COMPLETED AS OF ____________________________.
(Date)
FIRM NAME:
________________________________
PRINCIPAL:
________________________________
(Name)
________________________________
(Signature)
________________________________ DATE: ___________________
(Title)
CERTIFIED BY ENGINEER/CONSULTANT (IF APPLICABLE):
_________________________________
DATE: ____________________
(Signature)
_________________________________
(Firm Name)
PROJECT ACCEPTED BY USER DEPARTMENT
_________________________________
DATE: ____________________
(Signature)
_________________________________
(Dept. /Div.)
_______________ Date of Final Walk-Through
_______________ Date As-Built Received
_______________ City As-Built Number
EXHIBIT G
Project Name: Brooks Crossing Park Improvements
Page G-1
Project No.: PR2205.401
Rev. 3/19/2024
SUBCONTRACTOR DOCUMENTS WITH JOC CONTRACTOR
Any subcontractor assumptions, clarifications, exclusions, terms & conditions,
signature blocks, etc. included are strictly between the JOC Contractor and their
subcontractors, and do not apply to the Agreement between the JOC Contractor and
the City.
March 1st, 2024
Dominic DeMark, CPA
DNG Construction, LLC
3933 East La Salle Street
Phoenix, AZ 85040
SUBJECT:
Brooks Crossing Park - City of Chandler
Dear Dominic:
Rick Engineering Company is pleased to submit this proposal to provide professional survey services on
the above referenced project. We look forward to working with you on this project.
SCOPE OF WORK:
Control/Removals
•
Verify existing horizontal and vertical control and establish new control for site staking.
•
Provide pavement and curb cuts for removals
Site Staking
•
Provide stakes for new sidewalk/at 50 foot intervals/25 foot intervals for arcs
•
Provide stakes for new site curbing/landscape curb at 25 foot intervals.
•
Provide stakes for new waterline.
•
Provide stakes for new fencing at 50 foot intervals
•
Provide stakes for new ramadas/play structures/sports courts/exercise/playground equipment
•
Provide stakes for rough site grading, including new basins and berms
•
Provide stakes for new light poles
Asbuilts
•
Perform field and office work to prepare asbuilts including:
1.
Grading
•
Provide elevations of grade breaks and driveway entry returns (including
curb and gutter at said locations).
Note: The contractor will note any changes made during the construction phase and provide
dimensions to the surveyor before completion of final asbuilts are submitted. Should the
following be required by the governing municipality, the contractor shall notify the project
surveyor before back-filling water, fire line, sewer, storm drain facilities or other underground
pipelines and utilities in order that the surveyor may verify the asbuilt location and elevation of
said utilities.
Calculations, Coordination and Project Management
•
Onsite preconstruction meetings to coordinate field staking for synergistic operation with
construction subcontractors (not to exceed one meeting). Additional meetings will be
conducted on a time and materials basis per Fee Schedule.
•
Point staking calculation for items contained in this proposal.
•
Correspondence to client and subcontractors (i.e. cutsheets, staking progress
memorandums, etc).
Page 2 of 9
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\DNG - Laveen Heritage Park.doc
FEE:
Rick Engineering will provide the above services for a TOTAL FEE of $4,5000.00. The attached
Provisions of Agreement between DNG Construction (CLIENT) and RICK are incorporated hereunto and
made a part of this proposal. Any printing is extra and not a part of this agreement.
EXCLUSIONS:
The following items are specifically excluded from the Scope of Work and budget and, if required,
will either be prepared by others or will be covered by separate agreement between Rick Engineering
Company and CLIENT.
a)
Boundary Discrepancies
b) Soils Reports
c)
Staking for Finish Landscape Irrigation
d) Any items not listed in the “Scope of Work”
If the above meets with your approval, please execute where indicated below, and return to our
office for our files. If there are any questions or concerns, please feel free to contact our office.
Sincerely,
RICK ENGINEERING COMPANY
Randall R. Hager, RLS
Associate – Construction Survey Manager
ACCEPTED THIS
DAY OF
, 2023
BY: ________________________________________________________________
CLIENT
Invoices for this project to be addressed & emailed to:
Company: _______________________________________________________________________
Address: ________________________________________________________________________
City/State/Zip: __________________________________________________________________
Telephone: ____________________________Email (REQUIRED): ________________________
Contact person: __________________________________________________________________
Please complete, sign and return a copy to RICK ENGINEERING COMPANY
Page 3 of 9
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\DNG - Laveen Heritage Park.doc
STANDARD PROVISIONS: ARIZONA 2023
The Client and Consultant agree that the following provisions shall be a part of their Agreement:
1. This Agreement shall be binding upon the heirs, partners, successors, executors, administrators and assigns of the Client and Consultant.
2. In the event of any increase of costs due to the granting of wage increases and/or other employee benefits to field or office employees due to
the terms of any labor agreement, rise in the cost of living, or increase in any applicable prevailing wage during the lifetime of this Agreement,
such increase shall be applied to all remaining compensation. For services provided on a time and materials or hourly rate basis, increases in the
applicable rates will be reflected in the billing statement or invoice for the month following the increase.
3. Should litigation at law or equity arising out of this Agreement, including but not limited to an action for declaratory relief, be brought to
enforce or interpret any term or provision of this Agreement, or to collect any portion of the amount payable under this Agreement or litigation
commenced either directly or by way of a cross-complaint whether arising out of contract or tort, including a cross-complaint for indemnity, for
failure or alleged failure to perform or for errors, omissions, or negligence, the prevailing party shall be entitled, in addition to any other award, to
all litigation and collection expenses, any and all costs of defense, including attorney's fees, expert witness fees, witness fees and court costs and
any and all other expenses incurred.
4. Neither the Client nor Consultant shall assign his interest in this Agreement without the written consent of the other.
5. This Agreement shall be governed by and construed in accordance with the laws of the State of Arizona. This Agreement contains the entire
agreement between Client and Consultant relating to the project and the provision of services by Consultant to the project. Any agreements,
promises, negotiations or representations not expressly set forth herein, are of no force or effect. Subsequent modifications to this Agreement
shall be in writing and signed by both Client and Consultant.
6. Conditions or representations, alterations, detractions from or to the terms hereof, including delineations hereon, shall not be valid unless they
are in writing and signed by both Client and Consultant.
7. Client agrees that the Consultant is not responsible for damages arising directly or indirectly from any delays for causes beyond the
Consultant's control. For purposes of this Agreement, such causes include, but are not limited to, strikes or other labor disputes; severe weather
disruptions or other natural disasters; fires, riots, war or other emergencies or acts of God; failure of any government agency to act in timely
manner; failure of performance by the Client or the Client's contractors or consultants; issuance of regulations, orders or other governmental
actions that limit, restrict or delay the ability of Consultant or Consultant’s workforce to perform; or discovery of any hazardous substances or
differing site conditions. In addition, if the delays resulting from any such causes increase the cost or time required by the Consultant to perform
its services in an orderly and efficient manner, the Consultant shall be entitled to an equitable adjustment in schedule and/or compensation.
8. In the event litigation is instituted under the terms and conditions of this Agreement, such litigation is to be brought and tried in the
appropriate court in the state and county in which the project is located and the parties waive the right to have brought, tried in, or removed to any
other county or judicial jurisdiction.
9. Client acknowledges that Consultant is not responsible for the performance of work by third parties, including, but not limited to, the
construction contractor(s), subcontractors, governmental agencies, construction managers, architects, or other consultants.
10. Consultant shall only act as an advisor in all governmental relations. Consultant shall not be liable for damages resulting from the actions or
inactions of governmental agencies including, but not limited to, permit processing, environmental impact reports, dedications, general plans and
amendments thereto, zoning matters, annexations or consolidations, use or conditional use permits, project or plan approvals and building
permits.
11. Consultant makes no warranty, either express or implied, as to the findings, recommendations, plans, specifications, or professional advice.
Consultant shall perform in accordance with generally accepted engineering and/or surveying practices or standards in effect at the time of
performance in the locale where the services are rendered.
12. Consultant makes no representation, guarantee, warranty, express or implied concerning estimated cost figures made in connection with
maps, plans, specifications, or drawings, other than that all such figures are estimates only. Consultant shall not be responsible for fluctuations in
cost factors.
13. Consultant makes no representations concerning estimates of areas. Estimates of areas are estimates only and are not to be considered
precise unless Consultant specifically agrees to provide the precise determination of such areas.
14. Client and Consultant agree to cooperate in any and every way or manner on project.
15. Consultant makes no representation, either express or implied, concerning soils or geological surveys or subsurface soil tests or general soils
testing and reporting.
16. Upon written request, each of the parties hereto shall execute and deliver, or cause to be executed and delivered, such additional instruments
and documents which may be necessary and proper to carry out the terms of this Agreement.
17. The terms and provisions of this Agreement shall not be construed to alter, waive, or affect any lien or stop notice rights which the
Consultant may have for the performance of services under this Agreement.
Page 4 of 9
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\DNG - Laveen Heritage Park.doc
18. One or more waivers of any term, condition or covenant by a party shall not be construed as a waiver of subsequent breach of the same or
any other term, condition, or covenant.
19. In the event Client fails to pay Consultant promptly or within sixty (60) days after invoices are rendered, then Client agrees that Consultant
shall have the right to consider said default a total breach of this Agreement and, upon written notice, the duties, obligations and responsibilities
of the Consultant under this Agreement are terminated. In such event, Client shall then promptly pay the Consultant for all the fees, charges, and
services performed to date by Consultant.
20. In the event any term, condition, covenant or provision of this Agreement shall be held to be invalid, void or unenforceable, the remaining
terms, conditions, covenants and provisions of this Agreement shall be valid and binding on the parties hereto.
21. The Client agrees it will require that the Contractor hold harmless, indemnify and defend the Client, the Architect, the Consultant and its
subconsultants, and each of their officers, directors, principals, employees and agents, from any and all liability claims, losses or damages arising
or alleged to arise from the performance of the work described herein, but not including the sole negligence or willful misconduct of the Client,
the Architect or the Consultant or their respective subconsultants, officers directors, principals, employees and agents.
22. The Client shall indemnify and hold Consultant harmless with regard to all liability or claims of any kind, including all investigation and
defense costs, connected directly or indirectly with this project, which liabilities or claims do not result from the sole negligence or willful
misconduct of the Consultant.
23. Consultant has a right to complete all services agreed to be rendered pursuant to this Agreement. In the event this Agreement is terminated
before the completion of all services, unless Consultant is responsible for such early termination, Client agrees to release Consultant from all
liability for services performed.
24. In the event work prepared or partially prepared by the Consultant be suspended, abandoned, or terminated, the Client shall pay the
Consultant for all work, fees, deposits, charges and services provided, not to exceed any maximum amount specified herein. Client
acknowledges if project work is suspended and restarts, there may be additional charges due to suspension which shall be paid by Client as extra
work.
25. Client agrees that if Client requests services not specified pursuant to the scope of services described within this Agreement, Client agrees to
pay all such additional services as extra work if authorized in writing.
26. Consultant shall be entitled to immediately, and without notice, suspend the performance of any and all of its obligations pursuant to this
Agreement if Client files a voluntary petition seeking relief under the United States Bankruptcy Code or if there is an involuntary bankruptcy
petition filed against Client in the United States Bankruptcy Court, and that petition is not dismissed fifteen (15) days after its filing. Any
suspension of services made pursuant to the provisions of this Paragraph shall continue until such time as this Agreement has been fully and
properly assumed or adequate assurance provided in accordance with the applicable provisions of the United States Bankruptcy Court and in
compliance with the final order or judgments issued by the Bankruptcy Court.
27. If payment for Consultant's services is to be made on behalf of Client by a third party, Client agrees that Consultant shall not be required to
indemnify the third party, in the form of an endorsement or otherwise, as a condition of receiving payment for services.
28. Client agrees to purchase and maintain, during construction, builder's liability special peril or other similar insurance which will name
Consultant as an additional insured. Client also agrees to require the contractor or contractors to purchase and maintain liability insurance,
including broad form general liability coverage, comprehensive bodily injury, broad form property damage, independent contractors insurance,
completed operations and contractual liability coverage, and the exclusions for explosion, collapse or underground coverage shall be deleted;
automobile including bodily injury, property damage, owned, non-owned and hired vehicles; and worker's compensation insurance including
employers liability coverage, all of which shall name the Client and Consultant as additional insureds. Certificates of such insurance shall be
provided to Consultant and the certificate(s) shall include provisions that the above policies are primary and non-contributory with Consultant's
insurance and that coverage will not be canceled unless at least thirty days prior written notice has been given to Consultant.
29. In the event that the plans, specifications, and/or field work covered by this Agreement are those required by various governmental agencies
and one or more such governmental agency changes its policies, ordinances, procedures or requirements after the date of this Agreement, any
additional office or field work required, shall be paid by Client as extra work.
30. Services provided within the Agreement are for the exclusive use of the Client. Nothing contained in this Agreement shall be construed to be
for the benefit of any person not a party to this Agreement and no third-party beneficiary rights are created.
31. All original papers, drawings, notes, documents and other work product of Consultant, and copies thereof, produced as a result of the
Agreement represent professional services, shall remain the property of the Consultant, and Consultant shall retain all copyright and other
ownership interests. Client shall have a nonexclusive license to use Consultant’s work product and any items in which Consultant maintains
ownership and/or copyright interest so long as all fees to be paid under this Agreement have been paid. Any nonexclusive license Client obtains
under this Agreement terminates upon the termination of this Agreement. Consultants work product may be used by Consultant without consent
of the Client.
32. In the event that any changes are made in the plans and/or specifications by the Client or persons other than the Consultant, and such changes
are not consented to in writing by Consultant, Client acknowledges that the changes and their effects are not the responsibility of Consultant and
Page 5 of 9
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\DNG - Laveen Heritage Park.doc
Client agrees to release Consultant from all liability arising from the use of such changes and agrees to defend, indemnify and hold Consultant, its
officers, directors, principals, agents and employees harmless from and against all claims, demands, damages or costs arising from the changes.
33. Client agrees not to use or permit any other person to use plans, drawings or other work product prepared by Consultant, which plans,
drawings or other work product are not signed and stamped or sealed by Consultant and/or are not final. Client agrees to be liable and
responsible for any use of non-final plans, drawings or work product or plans, drawings or work product not signed, and stamped or sealed by
Consultant and waives liability against Consultant for their use. Client further agrees that final plans, drawings, and other work products are for
the exclusive use of Client and may be used by Client only for the project described in this Agreement.
34. In the event that any staking is destroyed, damaged, or disturbed by an act of God or parties other than Consultant, the cost of re-staking shall
be paid for by the Client as extra work. If the scope of services provided for pursuant to this Agreement does not include construction staking by
Consultant, Client acknowledges that changes, clarifications, adjustments, and modifications may be necessary because of changed field or other
conditions. Client will indemnify and defend Consultant for construction staking by others and from claims arising from changes, clarifications,
adjustments and modifications which may be necessary to reflect changed field or other conditions, except claims caused by the sole negligence
or willful misconduct of Consultant.
35. Questions concerning location or changes in construction stakes or questions concerning information on plans and specifications must be
called to the attention of the Consultant upon discovery and before corrective remedy.
36. The Consultant shall be notified 24 hours in advance, so that he may check forms, for grade and alignment only, prior to the pouring of
concrete for cast-in-place concrete structures, thrust blocks, electrical boxes, bridge abutments or piers, or any similar structures staked by
Consultant. Consultant can assure compliance to proper grade and alignment only when it has been advised to check in advance.
37.(a) If the scope of services to be provided by Consultant pursuant to the terms of this Agreement include the preparation of engineering
drawings but exclude construction staking services, Client acknowledges that such services normally include coordinating civil engineering
services and the preparation of as-built drawings pursuant to Uniform Building Code Chapter 70 and/or other statutes, ordinances or laws, and
Client will be required to retain such services from another consultant or pay Consultant pursuant to this Agreement for such services as extra
work.
(b) If the scope of services to be provided by Consultant pursuant to the terms of the Agreement, include construction staking services, but
exclude the preparation of the engineering drawings to be used for construction and construction staking, Client acknowledges the coordination of
civil engineering services and the preparation of as-built drawings as required by statute, ordinance or law may require the retention by Client of
another consultant or the original consultant responsible for the design, or pay Consultant pursuant to this Agreement for such services as extra
work. Client acknowledges that if Consultant is retained to prepare as-built drawings of plans prepared by others, Client will indemnify, defend
and hold Consultant harmless from any and all liability in connection with the plans and specifications prepared by others, and the performance
of work by Consultant on this project as set forth in Paragraph 44.
38. In the event Client discovers or becomes aware of apparent errors or omissions, field conditions or discrepancies during the construction
phase of the project, which apparent errors or omissions, field conditions or discrepancies are resolvable by Consultant, Client agrees to notify
Consultant and engage Consultant to resolve the problem before construction activities commence or further construction activity proceeds.
Further, Client agrees to have a provision in its construction contracts for the project which require the contractor to notify Client of any such
apparent errors or omissions, field conditions or discrepancies so that Client may, in turn, notify Consultant pursuant to the provisions of this
Paragraph.
39. Client shall pay the costs of checking and inspection fees, zoning and annexation application fees, assessment fees, soils engineering fees,
soil testing fees, aerial topography fees, and other fees and deposits, permits, bond premiums, title company charges, blueprints and
reproductions, and all other charges not specifically covered by the terms of this Agreement.
40. All fees and other charges will be billed monthly as the work progresses and the net amount shall be due at the time of billing.
41. A late payment CHARGE will be computed by the Consultant at the periodic rate of 1.5% per month, not to exceed the maximum legal rate,
which will be applied to any unpaid balance commencing thirty (30) days after the date of the original billing.
42. Client agrees that the balance as stated on the billings from Consultant to Client are correct, conclusive and binding on the Client unless
Client within forty-five (45) days from the date of receipt of such billing, notifies Consultant in writing of the particular items that are alleged to
be incorrect.
43. In consideration of the Consultant's fee for services, the Client agrees that the Consultant will perform no onsite construction review,
construction management, supervision of construction of engineering structures or other construction supervision for this project unless
specifically contracted for; that such services will be provided by others; and that the Client shall defend, indemnify and hold the Consultant, its
officers, directors, principals, agents and employees harmless from any and all liability, real or alleged, arising or resulting from the performance
of construction review, construction management, supervision of construction of engineering structures or supervision by others. Further, Client
acknowledges that Consultant will be unable to correct errors or omissions in the plans which customarily become apparent and resolvable during
construction review.
44. Client agrees that, in accordance with generally accepted construction practices, the construction contractor will be required to assume sole
and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property;
that this requirement shall be made to apply continuously and not be limited to normal working hours. The Client further agrees to defend,
Page 6 of 9
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\DNG - Laveen Heritage Park.doc
indemnify, and hold the Consultant harmless from any and all liability in connection with the performance of work on this project, excepting
liability arising from the sole negligence or willful misconduct of the Consultant.
45. Client agrees to limit the liability of Consultant, its principals and employees to the Client, all contractors and subcontractors on the project,
due to professional negligent acts, errors or omissions of the Consultant, breach of contract or any other cause of action however pled to the
sum of $50,000 or the Consultant's fee, whichever is greater; except that if the contract amount, including any addenda or other contracts
pertaining to or covering services related to the project, exceeds $150,000, the liability of Consultant shall not exceed $150,000. Client further
agrees to notify any contractor and subcontractor who may perform work in connection with any design, report or study prepared by Consultant
of such limitation of liability, and to require as a condition precedent to their performing their work, a like indemnity of liability on their part as
against the Consultant.
46. The Client hereby agrees to bring no claim for negligence, breach of contract, indemnity or otherwise against the Consultant, its principals,
employees and agents if such claim, in any way, would involve the Consultant's services for the investigation, detection, abatement, replacement,
use or specification, or removal of products, materials or processes containing asbestos, asbestos cement pipe, and/or hazardous materials (as
defined by state, federal and/or local laws or ordinances). Client further agrees to defend, indemnify and hold harmless Consultant, its officers,
directors, principals, employees and agents from any asbestos, asbestos cement pipe, and/or hazardous waste material related claims that may be
brought by third parties as a result of the services provided by the Consultant pursuant to this Agreement except claims caused by the sole
negligence or willful misconduct of the Consultant.
47. Client acknowledges that Consultant's scope of services for this project does not include any services related, in any way, to asbestos and/or
hazardous waste. Should Consultant or any other party encounter such materials on the job site, or should it in any way become known that such
materials are present or may be present on the job site or any adjacent or nearby areas which may affect Consultant's services, Consultant may, at
its option, terminate work on the project until such time as Client retains a specialist contractor to abate and/or remove the asbestos and/or
hazardous waste materials and warrant that the job site is free from any hazard which may result from the existence of such materials.
48. Digital data files shall be provided to Client only if such delivery has been specified in the scope of services set forth in this Agreement. If
the scope of services does not specify that digital data files shall be delivered, all costs associated with delivery of digital data files shall be paid
by Client. Client agrees that all digital data files delivered by Consultant are to be used exclusively to fulfill the scope of this Agreement. Client
agrees to hold Consultant harmless for any use by client of this data outside or beyond the scope of this Agreement.
49. Consultant makes the following representations as to the compatibility of digital data files:
(a) All data files are to be used with compatible hardware and software versions as used by Consultant at the time file copies were created.
(b) Consultant makes no representation as to the compatibility of any data files other than for the hardware and software versions used by
Consultant to create the data files.
(c) Client agrees to hold Consultant harmless for any use of data files on any hardware or software versions other than those which were used
by Consultant to create them.
(d) If Client requires or requests any special or specific file structure, format or software that is different from those used by Consultant at the
time Consultant is performing the services set forth in this Agreement, unless otherwise specified in this Agreement, all costs associated with
creating the file structure or format, and/or acquiring necessary software and/or hardware, shall be the responsibility of Client.
50. After the time final data files have been delivered per terms of this Agreement, Consultant will not be held responsible for maintaining copies
of any digital data related to this Agreement.
51. Client agrees that if formats for deliverables of digital files are not specified in this Agreement, they will be delivered using the standards and
versions of Consultant at the time of creation.
52. Client agrees not to use any digital files (drawing or data file), in whole or in part, for any purpose or project other than the project which is
the subject of this Agreement. Client waives any and all claims against Consultant resulting in any way from any changes not authorized and/or
authored by Consultant and/or reuse of the drawings or data for any other project without the express written consent by Consultant. The transfer
of drawings or data in electronic media or format shall not be deemed a sale, and Consultant makes no warranties, either express or implied, of
merchantability or fitness for a particular purpose.
53. Because data stored on electronic media can deteriorate undetected or be modified without the Consultant’s knowledge, the Client agrees that
it will accept responsibility for the completeness, correctness, or readability of the electronic media after an acceptance period of 30 days after
delivery of the electronic files, and that upon the expiration of this acceptance period, client will indemnify and save harmless the Consultant for
any and all claims, losses, costs, damages, awards or judgments arising from use of the electronic media files or output generated from them. The
Consultant agrees that it is responsible for the accuracy of the sealed drawings that accompany the submittal, and that such accuracy is defined as
the care and skill ordinarily used by members of the Consultants profession practicing under similar conditions at the same time and in the same
locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise, in connection with the Consultant’s services.
54. Prior to the commencement of any legal action, in an effort to resolve any conflicts that arise during the design or construction of the project
which is the subject of this Agreement, or following completion of the project, Client and Consultant agree that all disputes between them arising
out of or relating to this Agreement, the services performed pursuant to this Agreement, or relating in any way to the project, shall be submitted to
nonbinding mediation unless the parties mutually agree otherwise. Each party shall be represented at the mediation by a person or persons with
Page 7 of 9
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\DNG - Laveen Heritage Park.doc
the authority to bind the party to any agreement, obligation or resolution resulting from the mediation. Each of the parties agrees to include a
similar mediation provision in all agreements with any other contractors and consultants retained for the project and to require such contractors
and consultants to include a similar provision in all agreements with subcontractors, sub-consultants, suppliers or fabricators, thereby providing
mediation as the primary method for dispute resolution between the parties to those agreements.
Date:
Job Name:
Location:
To:
Attention:
Email:
Labor, Equipment & Materials
26 Qty
$
650
16,900.00
$
64 Qty
$
300
19,200.00
$
733 Qty
$
24
17,592.00
$
48 Qty
$
38
1,824.00
$
121 Qty
$
50
6,050.00
$
50000 Qty
$
0.28
14,000.00
$
3/8 minus Arizona Gold
10 Tons
$
80
800.00
$
30 Yards
$
125
3,750.00
$
450 Tons
$
125
56,250.00
$
150 Tons
$
125
18,750.00
$
30 Tons
$
130
3,900.00
$
Grouted Rip Rap Arizona Gold
4 Tons
$
475
1,900.00
$
550 Lf
$
18
9,900.00
$
2500 Sqft
$
1
2,500.00
$
1 Qty
$
85,259
85,258.57
$
2 Qty
$
5000
10,000.00
$
1 Qty
$
1200
1,200.00
$
*** Includes 90 Day Maintenance
Subtotal
269,774.57
$
Alt Adds
1 Qty
$
6000
6,000.00
$
15280 Sqft
$
Demo Playground structure Sheet LD 4.0
2 Qty
$
Gather enginered wood fiber Sh LD 4.0
1 Qty
$
2.5
$ 45,700.00
2000 $ 4,000.00
1500 $ 1,500.00
Demo Dog Stations Sh LD 4.0
3 Qty
$
200
600.00
$
Demo Trash Recepticles Sh LD 4.0
12 Qty
$
100
1,200.00
$
Demo Bollards Sh LD 4.0
7 Qty
$
150
1,050.00
$
Demo Volley Ball Court Sh LD 4.0
1 Qty
$
4500
4,500.00
$
Demo Drinking Fountain Sh LD 4.0
1 Qty
$
600
600.00
$
Demo Sign Sh LD 4.0
1 Qty
$
600
600.00
$
Demo Grass Sh LD 4.0
1.1 Ac
$
2000
2,200.00
$
Alt Adds Subtotal
$ 67,950.00
We hereby agree to provide and professionally install the specified above at this price:
$ 337,924.57
Proposal is good for 30 days
Grade to be within .10 by General Contractor
Demo concrete, saw cutting, haul off and
dump fees per Cilvil Sheet CI 2.0
1" Backflow with pad and inclosure with sch
80 1" line per sheet on civil plans C.I 3.0
Demo of trees and palm
Proposal NO.
134
3/21/2024
Brooks crossing
Redd Construction
We propose to provide the materials and labor listed below to complete the landscape install for this job per the landscape
architects specs and plans. Scope of work to be as follows:
Chandler Az
11311 E Germann Road
Chandler, Az 85286
480-857-2621(o) / 480-220-0454(m)
DNG
ddemark@dngllc.com
Dominic DeMark
Title:
Date:
3/21/2024
Signature:
Date of Acceptance:
Trees
36" Box Tree
24" Box Tree
Shrubs
5 Gal Shrub
Granite
1" Arizona Gold
Irrigation
Mobilization
Cacti
5 Gal Cacti
Agave
5 Gal Agave
Boulders
Lbs
Mulch
1/2" Arizona Gold
Rip Rap Arizona Gold
Curbing
8" x 8"
Turf
Mid Iron
Plumbing scope
Concrete scope
Haul off dirt
$ 12,500.00
$259,874
PROPOSAL: #23509
PROJECT: Brooks Crossing Park
PROPOSAL CREATED ON: 3/5/24
ITEM
DESCRIPTION OF WORK
COST
A
Create SWPPP Plan and electronic SWPPP book for the project compliant with EPA.
Includes assistance in filing NOI and NOT. (Does not include $350 permit fee)
$1,050.00
B
Provide Inspections every 2 weeks and after rainfall events of 0.5" or more. Assume 6
Months @ $350 per month
$2,100.00
C
Assistance with creating applications and plans to obtain Dust Control Permit in
Maricopa County (Does not include permit fee)
$475.00
D
Generate and install 4'x8' SWPPP/DUST sign, for compliance with AZPDES policy
$690.00
E
Install Hydrosock as the primary control measure - 3,500' @ $2.35/foot
$8,225.00
F
Provide 2.4 cy concrete washout. Estimated 4 months on-site with 1 cleanouts
$1,210.00
TOTAL
$13,750.00
Respectfully Submitted,
Carl Bloomfield
President
6K SWPPP, LLC
*Please see the attached "Terms and Conditions" for additional information pertaining to this proposal.
ACCEPTED BY:
Signature
Name/Title
To whom it may concern,
6K is pleased to submit this proposal for providing stormwater compliance services and control measures for the
Laveen Heritage Park project in Phoenix, Arizona. The following is 6K's proposed scope of services:
6K appreciates the opportunity to submit this proposal for providing stormwater compliance services and control
measure implementation & maintenance of the SWPPP for the Laveen Heritage Park project run by your company.
Please contact 6K should you have any questions at 480-664-8592.
6K will accept this signed proposal as a notice to proceed on the work specified herein.
This proposal includes the items we believe will keep you compliant. Please select the items you would like us to
do. It is not an "all or none" proposal.
5235 E. Southern Ave.,Suite D106-144 · Mesa, Arizona 85206
Phone: 480-278-2567 · Email: quinn@6kllc.com
ROC251348
PROPOSAL: #23509
Terms and Conditions - Dust Control, SWPPP and Erosion Control
1. Additional services are defined as services, which are not expressly written or implied in this agreement. 6K will not proceed with any
additional services without a negotiated fee agreement and written authorization from CLIENT. Services provided on a time and material
basis will be based on the 6K Fee Schedule in effect at the time that the services are provided. Updated rate schedules will be provided on
request. Changes in item quantities by the CLIENT may result in increased unit prices.
2. Invoices will be submitted monthly and shall be due and payable upon receipt. All amounts past due over 30 days will incur a finance
charge of 1-1/2% per month past due.
3. CLIENT or 6K can terminate this agreement by giving thirty days written notice to the other party. If this agreement is terminated,
CLIENT agrees to pay 6K, at the end of the thirty day notice period, for all work previously authorized and performed and all fees earned
prior to the date of the termination. Any previously identified Retainer will be applied towards the cost of any unpaid services at time of
final billing.
4. It is understood and agreed that 6K Companies (“6K”) provides the services herein only on a consultation basis. 6K personnel have no
authority to exercise any control over CLIENT, any construction contractor, any other entity, or their employees in connection with their
work. 6K will not be held liable for any penalties or fines incurred by the CLIENT that are the result of negligent acts or omissions on the
part of the CLIENT, any construction contractor, any other entity, or their employees.
5. The cost for these services excludes taxes, permits, bonds, water source and all other water charges, hard dig conditions, dust control
during BMP installation, gravel backfill, and any other service not specifically identified herein.
6. 6K may propose to provide on-site Storm Water Pollution Prevention Plan (“SWPPP”) and/or Dust Control inspection services for the
aforementioned Project. Included will be services to travel to the site, complete a thorough inspection of the site, complete SWPPP/Dust
Control inspection forms provided by 6K, update on-site SWPPP/Dust Control Log Books, update on-site SWPPP/Dust Control maps,
maintain electronic copies of completed inspection forms at 6K office, and consult with on-site operator regarding inspection findings and
recommendations. 6K may offer to train site personnel instead of providing site inspections (see proposal for specifics).
7. 6K will provide SWPPP inspection services for the identified inspection fee (if specified). 6K will provide inspections every 14 days or
within twenty-four (24) hours after a storm event where it has rained 0.5 inches or more. Inspections occurring on holidays and/or
weekends are subject to an additional $50.00 per inspection. It is the responsibility of the CLIENT to terminate inspections.
8. 6K will provide and install either a 2' x 2' SWPPP Sign in conformance with the AZPDES or NPDES Permit or a Combination 4' x 8' Dust
Control and SWPPP Sign in conformance with the AZPDES and local air quality posting requirements. See proposal for type of signage to be
installed.
9. 6K will provide services to write the SWPPP report for this project. Included will be services to gather information from the CLIENT for
the property, including plans, reports, etc necessary to allow the report to be prepared. This proposal is based off of having all files deliver
to 6K from Client, including a copy of the base CADD files (all drawing files must be in AutoCAD format). 6K will provide two (2) reports for
use on the property.
10. 6K will file the Notice of Intent (NOI) and Notice of Termination (NOT) with the EPA/ADEQ for the CLIENT at the appropriate time and
as directed by the CLIENT, unless specifically excluded from contract.
11. 6K will not create a SWPPP Plan for the Project if there is an existing, acceptable plan.
12. This proposal is valid for thirty (30) days from date of issuance.
13. Unless specifically stated or included within this proposal, the following items/costs are excluded from this contract: Permit Fees, Road
Closures, Abnormal Soil Conditions, All Sales and/or Privilege Taxes, Bonds, Import Fill, Export, Work not Specified as a Bid Item, Clean Up
of Excess Materials/Debris Left by Other Contractors, Slurry Backfill, Engineering, Water Meter and Water Fees, Utility Conflicts, Dry Wells,
and Final Utility Adjustments.
5235 E. Southern Ave.,Suite D106-144 · Mesa, Arizona 85206
Phone: 480-278-2567 · Email: quinn@6kllc.com
ROC251348
PROJECT: Brooks Crossing Park
March 13, 2024
1435 East Guadalupe Road
Tempe, Arizona 85283
(480) 804-1660
BROOKS CROSSING PARK
DOMESTIC WATER:
1
LS
1
LS
1” WATER SERVICE & WATER METERCOPPER
1" Backflow Prevention Assembly
DOMESTIC WATER TOTAL:
$ 23,500.00
BID EXCLUDES:
PERMITS, TAXES, CITY FEES-INCLUDING BARRICADE FEES / TRAFFIC CONTROL FEES, BONDS, STAKING, CONFLICTS
WITH EXISTING UTILITIES, FINAL ADJUSTMENTS, METERS, HARD DIG, DIRT THAT WILL NOT HOLD A VERTICAL EDGE, PAINTING &
SIGNAGE, DRYWELLS, HAUL-OFF, TESTING OF EXISTING UTILITIES, TAMPER DEVICES, SCREENING MATERIAL, OVERTIME, IMPORTED FILL,
WATERLINES DEEPER THAN 5', STORM WATER MANAGEMENT, SPECIAL INSURANCE REQUIREMENTS, BIM, APP 4.01, CONSTRUCTION
WATER, WATER HAULING, POLLUTION LIABILITY INSURANCE, PREVAILING WAGES, DOMESTIC WATER FROM MAIN TO METER,
DRINKING FOUNTAINS, METER VAULT, AND THE REMOVAL & REPLACEMENT OF CONCRETE, PAVEMENT & LANDSCAPING.
1. MATERIAL PRICES QUOTED AT THE TIME OF BID, BY ACCEPTING THIS BID; YOU AGREE TO PAY FOR ALL COST INCREASES.
2. BID INCLUDES ITEMS AND QUANITITIES SPECIFICALLY LISTED ONLY.
3. BID CONTINGENT ON NORTH STAR’S SCHEDULE.
4. BID FROM CIVIL PLANS DATED: 3/22/23.
5. SOME MATERIALS HAVE A SIGNIFICANT LEAD TIME.
VALID FOR 30 DAYS
DATE
Contractor
PROJECT
Job Address
Addenda(s) noted
ALTERNATE BID
NONE
QTY
UNIT PRICE
LINE TOTAL
120
$135.00
$16,200.00
1
$3,800.00
$3,800.00
1
$22,000.00
$22,000.00
199
$175.00
$34,825.00
173
$96.50
$16,694.50
8
$2,385.00
$19,080.00
199
$60.25
$11,989.75
199
$66.35
$13,203.65
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SUBTOTAL
$137,792.90
SALES TAX
$0.00
$137,792.90
6' tall chain link black vinyl , top & bottom rail $12,500
4' tall chain link fence black vinyl Top & bottom rail $8,400
16" x 4" Poured in place seat cap
CHAIN LINK ALTERNATE BELOW
Cmu Pillar park signage with steel trellis (City of chandler sign provided by others)
24" tall cmu seat walls (CMU ONLY)
4' tall iron fence @ pickleball court See Dtl 9 sheet LH3.4
24" sq x 8' tall Cmu columns around ramada post (No footings)
30"x10" footing at seat walls
10' tall chain link Black vinyl top ,Middle& bottom rail $28,025
8' tall chain link black vinyl , Top & Bottom rail $22,500
Brooks Crossings Park
March 19, 2024
Phone: (602) 715.2510
Chandler , AZ 85224
Fax : (602)946-4802
1345 W Calle Del Norte
DNG
Brooks Crossing Lettering mounted to entry fence
DESCRIPTION
3' tall wire mesh fence @ Entry see LH3.5 dtl 1 & 3
BASE BID
ALTERNATE BID 2
QUOTE
Licensed ,Bonded ,Insured
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
$77,77
Date:
Job Name:
Location:
To:
Attention:
Email:
Labor, Equipment & Materials
26 Qty
$
650
16,900.00
$
64 Qty
$
300
19,200.00
$
733 Qty
$
24
17,592.00
$
48 Qty
$
38
1,824.00
$
121 Qty
$
50
6,050.00
$
50000 Qty
$
0.28
14,000.00
$
3/8 minus Arizona Gold
10 Tons
$
80
800.00
$
30 Yards
$
125
3,750.00
$
450 Tons
$
125
56,250.00
$
150 Tons
$
125
18,750.00
$
30 Tons
$
130
3,900.00
$
Grouted Rip Rap Arizona Gold
4 Tons
$
475
1,900.00
$
550 Lf
$
18
9,900.00
$
2500 Sqft
$
1
2,500.00
$
1 Qty
$
85,259
85,258.57
$
2 Qty
$
5000
10,000.00
$
1 Qty
$
1200
1,200.00
$
*** Includes 90 Day Maintenance
Subtotal
269,774.57
$
Alt Adds
1 Qty
$
6000
6,000.00
$
15280 Sqft
$
Demo Playground structure Sheet LD 4.0
2 Qty
$
Gather enginered wood fiber Sh LD 4.0
1 Qty
$
2.5
$ 45,700.00
2000 $ 4,000.00
1500 $ 1,500.00
Demo Dog Stations Sh LD 4.0
3 Qty
$
200
600.00
$
Demo Trash Recepticles Sh LD 4.0
12 Qty
$
100
1,200.00
$
Demo Bollards Sh LD 4.0
7 Qty
$
150
1,050.00
$
Demo Volley Ball Court Sh LD 4.0
1 Qty
$
4500
4,500.00
$
Demo Drinking Fountain Sh LD 4.0
1 Qty
$
600
600.00
$
Demo Sign Sh LD 4.0
1 Qty
$
600
600.00
$
Demo Grass Sh LD 4.0
1.1 Ac
$
2000
2,200.00
$
Alt Adds Subtotal
$ 67,950.00
We hereby agree to provide and professionally install the specified above at this price:
$ 337,924.57
Proposal is good for 30 days
Grade to be within .10 by General Contractor
Demo concrete, saw cutting, haul off and
dump fees per Cilvil Sheet CI 2.0
1" Backflow with pad and inclosure with sch
80 1" line per sheet on civil plans C.I 3.0
Demo of trees and palm
Proposal NO.
134
3/21/2024
Brooks crossing
Redd Construction
We propose to provide the materials and labor listed below to complete the landscape install for this job per the landscape
architects specs and plans. Scope of work to be as follows:
Chandler Az
11311 E Germann Road
Chandler, Az 85286
480-857-2621(o) / 480-220-0454(m)
DNG
ddemark@dngllc.com
Dominic DeMark
Title:
Date:
3/21/2024
Signature:
Date of Acceptance:
Trees
36" Box Tree
24" Box Tree
Shrubs
5 Gal Shrub
Granite
1" Arizona Gold
Irrigation
Mobilization
Cacti
5 Gal Cacti
Agave
5 Gal Agave
Boulders
Lbs
Mulch
1/2" Arizona Gold
Rip Rap Arizona Gold
Curbing
8" x 8"
Turf
Mid Iron
Plumbing scope
Concrete scope
Haul off dirt
$ 12,500.00
$259,874
Proposal
Q000964
Please Issue Purchase Order to:
Proposal Date
Salesperson
3/11/2024
Kevin Solomon
480-323-0337
kevin@exerplay.com
Exerplay, Inc
PO Box 1160, Cedar Crest, NM 87008
fax to 505-281-0155
Chandler, City of; Brooks Crossing Park
Quantity
Item Code
Description
Unit Price
DISC.
Total Extended
LANDSCAPE STRUCTURES, INC.
1
LSI DESIGN
Weevos (2-5 years), Design 1166130-01-05
36,100.00
36,100.00
1
LSI DESIGN
Hedra (5-12 years), Design 1166130-01-05
96,050.00
96,050.00
1
LSI DESIGN
CP034306 • SKYWAYS EXTENDED HIP 6 Columns + 1 HDPE Top / 35' x 46' w/
14' Entry & Templates, Design 1166130-01-05
23,115.00
23,115.00
2
247179A
Curva Spinner (DB Only), Design 1166130-01-05
2,395.00
4,790.00
1
164075B
Bobble Rider, Double Direct Bury, Design 1166130-01-05
2,645.00
2,645.00
2
152179A
Saddle Spinner 12"-16", DB, Design 1166130-01-05
1,305.00
2,610.00
1
194663B
ZipKrooz 50' w/Aluminum Posts DB, Design 1166130-01-05
18,105.00
18,105.00
1
196213B
ZipKrooz Assisted Additional Bay 50' w/Aluminum Posts DB, Design 1166130-
01-05
15,630.00
15,630.00
1
278557A
Hedra Swing Frames with Hedra Swing Frame Spacer Set, (2) Belt Seats, (2)
Bucket Seats and (1) Friendship Swing with ProGaurd Chaings, Design 1166130-
01-05
15,835.00
15,835.00
1
192451A
HealthBeat Ab Crunch/Leg Lift Direct Bury, Design 1166130-01-05
3,210.00
3,210.00
1
192454A
HealthBeat Balance Steps Direct Bury, HealthBeat Ab Crunch/Leg Lift Direct
Bury, Design 1166130-01-05
3,890.00
3,890.00
1
192455A
HealthBeat Cardio Stepper Direct Bury, HealthBeat Ab Crunch/Leg Lift Direct
Bury, Design 1166130-01-05
9,730.00
9,730.00
1
192456A
HealthBeat Chest/Back Press Direct Bury, HealthBeat Ab Crunch/Leg Lift Direct
Bury, Design 1166130-01-05
7,790.00
7,790.00
1
192464A
HealthBeat Intro Sign Direct Bury, Design 1166130-01-05
1,090.00
1,090.00
1
ENGINEERING
Shade Engineering Charge
1,250.00
1,250.00
1
FREIGHT
Freight/shipping charges or PG Equipment (150-24-286)
17,160.00
17,160.00
1
FREIGHT
Freight/shipping charges or Shade Equipment (150-24-287)
4,797.00
4,797.00
CLASSIC RECREATION SYSTEMS
2
SHELTER
16' x 16' Denver. Medallion-Lok Roof, 4:12 Roof Pitch, 7’2” Eave Height, Tube
Steel Fascia, 4 Columns with Embed Plates for Masonry Column, TGIC Poly
Powder Coat w/ Zinc Rich Primer (Standard colors only **Upcharge for custom
colors).
18,097.00
36,194.00
Provision for Electrical: 1 Ea Outlet, 1 Ea Light - NOTE - Lead time for Ramadas
is approximately 26 weeks, anchor bolts and permits by others.
1
ENGINEERING
Structural Calculations (Includes 3 sets - 24" x 36" copies) - NOTE - Lead time
for Structural Calcs is approximately 3-4 weeks
1,250.00
1,250.00
1
FREIGHT
Freight/shipping charges (123565)
1,755.00
1,755.00
SITE FURNISHINGS
15
TR32CLASSIC
32 Gallon Classic Standard Trash Receptacle, Receptacle Only
670.00
10,050.00
15
FLATTOP32-HW
Flat Top for 32 Gallon Receptacles
187.00
2,805.00
P.O. BOX 1160 Cedar Crest, NM 87008
1-800-457-5444
Exerplay.com
Fax 505-281-0155
Page: 1 of 4
Proposal
Q000964
Please Issue Purchase Order to:
Proposal Date
Salesperson
3/11/2024
Kevin Solomon
480-323-0337
kevin@exerplay.com
Exerplay, Inc
PO Box 1160, Cedar Crest, NM 87008
fax to 505-281-0155
Chandler, City of; Brooks Crossing Park
Quantity
Item Code
Description
Unit Price
DISC.
Total Extended
15
LINER32-BLACK
Plastic Liner - Black Color
83.20
1,248.00
15
TR-SM-HW
Surface Mounting Kit for All Models
93.50
1,402.50
13
SITE FURNISHINGS B6WBCLASSIC • 6 Ft. Bench with Contoured Back and Arms, Ribbed Steel,
Cast Aluminum Frames, Portable or Surface Mt.
1,927.00
25,051.00
4
SITE FURNISHINGS TSRCHDCPALT • 8Ft. Table, 2 Attached 6Ft. Seats Centered, Rounded Corners,
3/4" #9 Expanded Metal, Two 2 3/8" Legs, Portable
1,485.00
5,940.00
1
FREIGHT
Freight/shipping charges (QUO0280015)
6,012.00
6,012.00
2
130-20/S-2
2-3/8 O.D. Multi Loop Bike Rack, 2 Peaks - Surface Plate
383.00
766.00
2
21-00
Grill For Embedment
400.00
800.00
1
FREIGHT
Freight/shipping charges (753-149701-24A)
663.00
663.00
SAFETY SURFACING
555
SURFACING
Engineered Wood Fiber, priced per cu/yd
25.00
13,875.00
6
FREIGHT
Freight/shipping charges, Priced per truck load (14507)
1,260.00
7,560.00
7
SITE FURNISHINGS APS-SwingMat • 3' x 5' x 2" Swing Wear Mat - Black
189.00
1,323.00
1
FREIGHT
Freight/shipping charges (69083)
560.00
560.00
THIS PROPOSAL IS SUBJECT TO THE ATTACHED TERMS AND CONDITIONS
Taxes subject to change
Subtotal
381,051.50
Tax Total:
26,523.47
Total
407,574.97
Proposal prepared by:
Ashley Gonzales
Accepted by:
Print Name:
Signature:
Date:
P.O. BOX 1160 Cedar Crest, NM 87008
1-800-457-5444
Exerplay.com
Fax 505-281-0155
Page: 2 of 4
Proposal
Q000964
General Terms and Conditions:
Pricing for all listed items is good for 14 days from date of quote. ExerPlay reserves the right to revise pricing if any quote approvals are received after the 14-day
timeframe, or if any portion of the quote is changed or removed. This may result in a delay in ordering materials for this project.
Pricing is for the listed items only and unless specifically shown on the quote, does not include freight, installation, engineering, offloading, storage, security, site
preparation, permitting, security/temporary fencing, hard dig conditions, saw cutting, core drilling, field painting, electrical, concrete slabs, masonry work, ABC
compaction, curbing, hand digging, excavation, spoil & waste removal, certification classes, background checks/badging, private line locating, or any applicable taxes or
bonds. To obtain a performance/payment bond, please add 3.5% of the total to this quote.
Any necessary permits (federal, state, and/or local building) or special inspections are the responsibility of the General Contractor or End Owner.
Any applicable taxes shown on the quote are calculated based on state, city or county rates and project-specific requirements. Any Requests to remove taxes are subject
to approval and MUST include an applicable tax-exempt certificate.
Please provide a signed quote, Purchase Order, or Contract to request an order. Further information such as shipping, colors, contact info, etc., may be needed before an
order can be placed. Contract terms are subject to review and approval.
Notwithstanding anything to the contrary in any Contract Documents, ExerPlay shall have no duty to defend or indemnify Owner, Customer, or any other party for that
portion of any claim arising out of the sole negligence of the indemnified party.
Owner or General Contractor understands that estimated shipment times for materials are subject to change due to manufacturer lead times. Please communicate your
Billing and Payment Terms:
Current Customers: Unless otherwise negotiated and agreed upon, ExerPlay's payment terms are Net 30 from the date of the invoice, with approved credit; and Net
45 for contracted projects. ExerPlay's process is to bill the customer when the equipment ships. Surfacing and installation are billed upon completion. Bonds are billed
when ordered. Late payments may be subject to finance fees and/or legal action.
New Customers: New customers may be 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. Surfacing and installation are billed upon completion. Bonds are billed when ordered.
If paying by credit card, there will be a 3.5% fee added to the invoice.
Installation Terms:
If installation is included on the quote, the following guidelines must be followed:
1. It is recommended that any Landscape Structures Equipment be installed by a certified Landscape Structures installer, and that all other equipment be installed by a
CPSI Certified installer. ExerPlay reserves the right to request proof of certification.
2. Playground equipment MUST be installed over ADA compliant wood fiber or rubber surfacing. This area is not ADA compliant without surfacing and an accessible route
up to and into the playground area. Please contact us for more information.
3. Installation price does NOT include prevailing wages, Davis-Bacon wages, or TERO wages unless otherwise specified. Any changes in wage requirements at time of order
are subject to updated pricing.
4. Installation price is based on normal soil conditions. Unusual or hard dig soil conditions that require the use of a jack hammer, or other such equipment, will incur
additional charges by reason of such conditions and supervisory fee, and for an extension of the time of completion. Installation price does not include removal of anything
which may hinder installation of equipment, unless otherwise specified on our quote.
5. If Hard Dig conditions are known, please advise so we can quote accordingly to avoid any delays or additional fees. Hard Dig conditions will be considered anything that
cannot be excavated with a standard Bobcat mounted hydraulic auger. Hard Dig conditions will require a change order at a Time & Material rate. If an auger truck is
required to complete digging, it will be at the expense of the General Contractor or Owner, if a spoil report is not provided at the time of quoting.
P.O. BOX 1160 Cedar Crest, NM 87008
1-800-457-5444
Exerplay.com
Fax 505-281-0155
Page: 3 of 4
Proposal
Q000964
6. Finish grade is to be provided by others prior to arrival of installer.
7. Installer must have free and clear access to the install location(s). The installer is not responsible for damage done to existing surfacing/
landscaping that may occur when equipment & vehicles are being used in the normal course of construction. Reasonable access to the job site
for a Bobcat is assumed as a part of this quote.
8. Line-item pricing is for informational purposes only and is based upon being awarded the total project. All items are to be installed concurrently
if specific areas are not ready for installation, and an additional mobilization fee will be required via Change order unless otherwise specified on
the quote.
9. If any materials need to be unloaded on site by the installer, unloading must be coordinated at the same time as the installation. If special
arrangements need to be made, an additional trip charge for unloading may apply.
10. Our installation team will call 811 to conduct a line location service; however, often-times they do not mark lines on the actual property where
the installation will be done. The owner is responsible for blue-staking the job site and staking out any underground utilities prior to installation.
Owner is responsible should damage occur.
11.Neither ExerPlay nor Installers are responsible for vandalism, theft of equipment or subsequent repairs or replacement. Security fencing can be
provided upon request and added to the quote.
12. The job site MUST be ready, and area leveled, when the installer arrives to begin the job, unless specifically noted on the quote. Any downtime
or site delays caused by Owner or General Contractor will incur additional fees.
13. If equipment is to be shipped to the installer’s yard, it will be held for a maximum of 6 months from delivery, with intent to install in that time
frame; otherwise, storage fees may occur.
General Contractor is responsible for:
1. Adequate storage and layout area as well as security of equipment while on site.
2. Water, power, sanitary facilities, and trash container on site.
3. Free and clear vehicle access to site and all areas under the scope of work.
4. Movement of any utilities conflicting with the installation of the equipment (installer is not responsible for landscape irrigation).
5. Once the installers are on site, any delays or additional work incurred by the installation crew and caused by others (owners or other contractors) will be charged on a
cost-plus basis.
6. Any additional costs, i.e. demolition, relocation, excavation, surfacing materials, and labor due to abnormal soil conditions, are not included in price.
7. Please notify ExerPlay of any changes immediately. If any changes are made which we are not aware of, and which alter the installation, then all additional costs will be
passed on to the GC.
P.O. BOX 1160 Cedar Crest, NM 87008
1-800-457-5444
Exerplay.com
Fax 505-281-0155
Page: 4 of 4
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 1 of 3
Competitive Edge Contracting Inc
PO Box 21192
Phoenix, AZ 85036
+1 6028127104
showard@azcec.us
Estimate
ADDRESS
DNG Construction, LLC
3933 E La Salle Street
Phoenix, AZ 85040
SHIP TO
1640 W Calle Del Norte
Chandler AZ 85224
ESTIMATE
09560
DATE
03/21/2024
EXPIRATION
DATE
06/20/2024
JOB NAME
Chandler Brooks Crossing
ACTIVITY
QTY
AMOUNT
Install Bike Rack (SM)
Ultra site #5308 OAE
LH3.3 DTL 4
2
532.00
Install BBQ Grill (DB)
Superior GSP20
LH3.3 DTL 2
1
217.00
Install Bench (SM)
Superior #B6WBCLASSIC OAE
LH3.3 DTL 6
13
3,458.00
Install Table, Picnic w/ Benches (SM)
Webcoat #TRCHDCPALT OAE or Wabash Valley Signature Series #SG115
LH3.4 DTL 2
4
1,764.00
Install Trash Receptacle (SM)
Webcoat TR32 Classic w/ Flattop OAE or Wabash Valley #LR32
15
3,150.00
Install Fountain, Drinking w/ Pet (SM)
MDF 10145-18 SMSS Chilled, above ground mounting only
*Excludes Sump/Winterization pit. Plumbing ,electrical connections by others.
LH3.3 DTL 5
1
497.00
Install Pet Waste Station (DB)
Installation of sign and mounting of City of Chandler faces only.
Sign faces and hardware provided by others
LH3.3 DTL 3
5
1,775.00
Install LSI Hedra Play Structure
LSI Design 220103F
1
23,100.00
Install LSI Zipkrooz 50'
LSI Design 220103F
1
3,962.00
Install LSI Weevos Play Structure
2-5 Structure, LSI Design 220103F
1
7,929.00
Install Swing, LSI Hedra, 3-Bay
LSI Design 220103F
1
2,619.00
Install LSI Spin, Curva
LSI Design 220103F
2
1,372.00
Install LSI Spring Rider, Bobble (double)
1
798.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 2 of 3
LSI Design 220103F
Install LSI Spin, Saddle
LSI Design 220103F
2
952.00
Install Wear Mat
7
588.00
Install LSI HealthBeat Balance Steps
192454
1
1,568.00
Install LSI HealthBeat Ab Crunch/Leg-Lift
192451
1
1,386.00
Install LSI HealthBeat Chest/Back Press
192456
1
1,568.00
Install LSI HealthBeat Cardio Stepper
192455
1
1,365.00
Install CRS Ramada
16'x16'x8e CRS Denver, standing seam, 4:12 pitch, (4) columns, (SM) to masonry columns
(Footings/Surrounds/Electric, CMU Columns by others)
LH3.2
2
9,057.00
Install Shade Structure
46'x35'x15'e Hip shade (6) footings up to 30"x84", over Hedra Swing
1
22,398.00
Install LSI Tuff Timber Access Ramp
LSI Tuff Timber #130799 @ sides of concrete fluctuation ramp
LS3.1 DTL 2
2
1,120.00
Form/Pour Concrete Fluctuation Ramp
LS3.1 DTL 2, medium broom finish, 3000 psi
1
2,832.00
Install Sign
Park Entry Sign
Relocate to new site, mount new face.
New sign face furnished by others
LH3.3 DTL 1
1
970.00
Sandblast
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
3,288.00
Services
Sandblast Mockup
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
5,000.00
Form/Pour Concrete Header (LF)
LF of 8"x8" header with #3 continuous rebar control joints @ 5'
LH3.04 DTL 3
534
17,622.00
Install Sub-Base Fill (SF)
4" depth
*Site to be compacted and subgrade ready at +/- .1" Subbase furnished by others.
0.75
12,728.25
Form/Pour Turndown (LF)
18" Playground turndown CIP with pin in rebar up to 4' horizontal @ 24" spacing (both playgrounds)
LH3.04 DTL 4
355
26,625.00
Form/Pour Sidewalk (SF)
Varying widths, Mag A 3000 psi, medium broom finish, sawcut 8'0" OC max, includes additional 2"x6" turndowns
at perimeter
495'x4'x4"
66'x5'x4"
1570'x8'x4"
15,860
146,705.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 3 of 3
110'x9'x4"
LH3.4 DTL 8, Mag DTL 230
Form/Pour 4" Concrete Slab (SF)
Large Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) Ramada Slab, 350 SF
(1) Ramada Slab, 626 SF
LH3.4 DTL 2
976
8,784.00
Form/Pour Concrete
Small Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) BBQ Slab, 13 SF
(1) Bench Slab, 88 SF
(11) Bench Slab, 44 SF
LH3.4 DTL 2
135
1,640.25
Drill/Pour Pier Footing
Light Poles
24"x78" w/ cages
Anchor bolts, conduits and ground wires furnished by others
SE3.1 Arial Light Struct. DTL SK1
3
4,716.00
Construct CMU Seatwall
(6) Seat Walls, Priced by (LF)
16"x18" CMU reinforced with #5 bar @ 48" O.C. centered in each block, Mesastone Black Canyon CMU, 1"
weephole where soil is greater than 16"
16"x4" Custom cast-in-place concrete cap with Davis Dark Grey color, anti-skate integral notches 48" O.C.,
rebar dowel connection to concrete core
10"x2'6" Footing, #5 at 16" O.C., (3) #5 continuous centered in footing
*Excludes Weep hole pea gravel and filter fabric wrap, waterproofing and protection board.
LH 3.4 DTL 5
175
62,125.00
*Excludes all demolition, excavation, and disposal. Site to be compacted and subgrade ready to within +/- .1".
*Excludes DB/prevailing wage rates, certified payroll, OCIP and any additional insurance not currently satisfied
by CEC's current insurance policies.
*Unless noted otherwise: Project site must have “tailgate access” and be
subgrade ready. Digging based upon good soil conditions (hard-dig,
collapsing soil excluded). Customer to provide water onsite. All work to be
performed in a single, concurrent mobilization. Excludes prevailing wage
rates, payment management services, site fence/security, irrigation repair,
permitting, fees, insurance requirements not included in CEC’s current
insurance policies, requirement of ready-mix truck concrete for playground
and site furnishings. CEC is not responsible for damage to existing
surfaces during the normal course of construction. Material price increases
in excess of 5% after issuance of estimate or purchase order may require
revised pricing. All required taxes included.
SUBTOTAL
384,210.50
TAX
0.00
TOTAL
$384,210.50
Accepted By
Accepted Date
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 1 of 3
Competitive Edge Contracting Inc
PO Box 21192
Phoenix, AZ 85036
+1 6028127104
showard@azcec.us
Estimate
ADDRESS
DNG Construction, LLC
3933 E La Salle Street
Phoenix, AZ 85040
SHIP TO
1640 W Calle Del Norte
Chandler AZ 85224
ESTIMATE
09560
DATE
03/21/2024
EXPIRATION
DATE
06/20/2024
JOB NAME
Chandler Brooks Crossing
ACTIVITY
QTY
AMOUNT
Install Bike Rack (SM)
Ultra site #5308 OAE
LH3.3 DTL 4
2
532.00
Install BBQ Grill (DB)
Superior GSP20
LH3.3 DTL 2
1
217.00
Install Bench (SM)
Superior #B6WBCLASSIC OAE
LH3.3 DTL 6
13
3,458.00
Install Table, Picnic w/ Benches (SM)
Webcoat #TRCHDCPALT OAE or Wabash Valley Signature Series #SG115
LH3.4 DTL 2
4
1,764.00
Install Trash Receptacle (SM)
Webcoat TR32 Classic w/ Flattop OAE or Wabash Valley #LR32
15
3,150.00
Install Fountain, Drinking w/ Pet (SM)
MDF 10145-18 SMSS Chilled, above ground mounting only
*Excludes Sump/Winterization pit. Plumbing ,electrical connections by others.
LH3.3 DTL 5
1
497.00
Install Pet Waste Station (DB)
Installation of sign and mounting of City of Chandler faces only.
Sign faces and hardware provided by others
LH3.3 DTL 3
5
1,775.00
Install LSI Hedra Play Structure
LSI Design 220103F
1
23,100.00
Install LSI Zipkrooz 50'
LSI Design 220103F
1
3,962.00
Install LSI Weevos Play Structure
2-5 Structure, LSI Design 220103F
1
7,929.00
Install Swing, LSI Hedra, 3-Bay
LSI Design 220103F
1
2,619.00
Install LSI Spin, Curva
LSI Design 220103F
2
1,372.00
Install LSI Spring Rider, Bobble (double)
1
798.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 2 of 3
LSI Design 220103F
Install LSI Spin, Saddle
LSI Design 220103F
2
952.00
Install Wear Mat
7
588.00
Install LSI HealthBeat Balance Steps
192454
1
1,568.00
Install LSI HealthBeat Ab Crunch/Leg-Lift
192451
1
1,386.00
Install LSI HealthBeat Chest/Back Press
192456
1
1,568.00
Install LSI HealthBeat Cardio Stepper
192455
1
1,365.00
Install CRS Ramada
16'x16'x8e CRS Denver, standing seam, 4:12 pitch, (4) columns, (SM) to masonry columns
(Footings/Surrounds/Electric, CMU Columns by others)
LH3.2
2
9,057.00
Install Shade Structure
46'x35'x15'e Hip shade (6) footings up to 30"x84", over Hedra Swing
1
22,398.00
Install LSI Tuff Timber Access Ramp
LSI Tuff Timber #130799 @ sides of concrete fluctuation ramp
LS3.1 DTL 2
2
1,120.00
Form/Pour Concrete Fluctuation Ramp
LS3.1 DTL 2, medium broom finish, 3000 psi
1
2,832.00
Install Sign
Park Entry Sign
Relocate to new site, mount new face.
New sign face furnished by others
LH3.3 DTL 1
1
970.00
Sandblast
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
3,288.00
Services
Sandblast Mockup
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
5,000.00
Form/Pour Concrete Header (LF)
LF of 8"x8" header with #3 continuous rebar control joints @ 5'
LH3.04 DTL 3
534
17,622.00
Install Sub-Base Fill (SF)
4" depth
*Site to be compacted and subgrade ready at +/- .1" Subbase furnished by others.
0.75
12,728.25
Form/Pour Turndown (LF)
18" Playground turndown CIP with pin in rebar up to 4' horizontal @ 24" spacing (both playgrounds)
LH3.04 DTL 4
355
26,625.00
Form/Pour Sidewalk (SF)
Varying widths, Mag A 3000 psi, medium broom finish, sawcut 8'0" OC max, includes additional 2"x6" turndowns
at perimeter
495'x4'x4"
66'x5'x4"
1570'x8'x4"
15,860
146,705.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 3 of 3
110'x9'x4"
LH3.4 DTL 8, Mag DTL 230
Form/Pour 4" Concrete Slab (SF)
Large Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) Ramada Slab, 350 SF
(1) Ramada Slab, 626 SF
LH3.4 DTL 2
976
8,784.00
Form/Pour Concrete
Small Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) BBQ Slab, 13 SF
(1) Bench Slab, 88 SF
(11) Bench Slab, 44 SF
LH3.4 DTL 2
135
1,640.25
Drill/Pour Pier Footing
Light Poles
24"x78" w/ cages
Anchor bolts, conduits and ground wires furnished by others
SE3.1 Arial Light Struct. DTL SK1
3
4,716.00
Construct CMU Seatwall
(6) Seat Walls, Priced by (LF)
16"x18" CMU reinforced with #5 bar @ 48" O.C. centered in each block, Mesastone Black Canyon CMU, 1"
weephole where soil is greater than 16"
16"x4" Custom cast-in-place concrete cap with Davis Dark Grey color, anti-skate integral notches 48" O.C.,
rebar dowel connection to concrete core
10"x2'6" Footing, #5 at 16" O.C., (3) #5 continuous centered in footing
*Excludes Weep hole pea gravel and filter fabric wrap, waterproofing and protection board.
LH 3.4 DTL 5
175
62,125.00
*Excludes all demolition, excavation, and disposal. Site to be compacted and subgrade ready to within +/- .1".
*Excludes DB/prevailing wage rates, certified payroll, OCIP and any additional insurance not currently satisfied
by CEC's current insurance policies.
*Unless noted otherwise: Project site must have “tailgate access” and be
subgrade ready. Digging based upon good soil conditions (hard-dig,
collapsing soil excluded). Customer to provide water onsite. All work to be
performed in a single, concurrent mobilization. Excludes prevailing wage
rates, payment management services, site fence/security, irrigation repair,
permitting, fees, insurance requirements not included in CEC’s current
insurance policies, requirement of ready-mix truck concrete for playground
and site furnishings. CEC is not responsible for damage to existing
surfaces during the normal course of construction. Material price increases
in excess of 5% after issuance of estimate or purchase order may require
revised pricing. All required taxes included.
SUBTOTAL
384,210.50
TAX
0.00
TOTAL
$384,210.50
Accepted By
Accepted Date
ESTIMATE
Harcon Concrete Inc
PO Box 28156
Scottsdale, AZ 85255
sami@harconinc.com
+1 (480) 387-7754
www.harconinc.com
DNG Construction
Bill to
Jose Torres
DNG Construction
3933 E. La Salle St.
Phoenix, AZ 85040 USA
Ship to
Jose Torres
DNG Construction
3933 E. La Salle St.
Phoenix, AZ 85040 USA
Estimate details
Estimate no.: 1361 - Chandler Brook
Estimate date: 03/20/2024
Expiration date: 04/20/2024
City: Chandler
Project Name: Chandler Brook Crossing Park
#
Date
Product or service
SKU
Qty
Rate
Amount
1.
Demo
1
$0.00
$0.00
no bid - need more time if needed.
2.
Sidewalk
17960
$7.25
$130,210.00
Concrete Walkway Sidewalk 5" Broom Finish, No color, No ABC - SF
3.
Concrete
1
$0.00
$0.00
Concrete “Welcome Mat” Sandblast Logo
4.
ADA Ramp
2
$1,350.00
$2,700.00
at Tot lots
5.
Vertical Curb
0
$0.00
$0.00
8"x8" Vertical Curb - Landscape curb - excluded - usually picked up by landscaper
6.
Turndown at Tot-lots
600
$38.50
$23,100.00
Concrete Turn-Down at Play Area and exercise equipment (18” Deep)
7.
Footing
240
$65.00
$15,600.00
CMU concrete bench footing only - 2'6"x10" including excavation
8.
Concrete
1
$1,950.00
$1,950.00
Concrete sidewalk scupper
9.
Concrete
1
$4,500.00
$4,500.00
Entry Monument Sign footing per detail - ADD $600 for footing excavation
10.
Pickleball Court
2080
$11.25
$23,400.00
Pickleball Court - 7" post tension, concrete with turndown - with engineered shop drawing - concrete only - no ABC ADD
$1.25/SF for 4" ABC
11.
Pickleball Court
1
$7,000.00
$7,000.00
Pickleball Court - Acrylic Surfacing and Striping
12.
Ramada Footings
8
$1,750.00
$14,000.00
Standard Size 4.5x4.5x2 - ALT: ADD $300/footing for excavation
13.
Ramada Pad
760
$9.50
$7,220.00
5" Ramada Pad David Dark Gray with acid etch finish - no ABC - SF
14.
Concrete
775
$9.50
$7,362.50
New Accent Paving 5" Davis Dark Gray Color w. Acid Etch finish - No ABC - different locations
15.
Bench pad
1
$650.00
$650.00
Bench by others - 13x4
16.
Trash Pad
1
$350.00
$350.00
3x3 trash pad
17.
Basketball court
1
$18,500.00
$18,500.00
BB Court - Acrylic Surfacing and striping
18.
Vertical Curb
76
$40.50
$3,078.00
6" x18" Vertical Curb at exercise equipment
19.
Mobilization
1
$2,500.00
$2,500.00
one mobilization
Note to customer
Assumptions and Clarifications:
1. Excludes Tax, Bonds, Permits, Testing, ABC, bench and trash
steel, grading and excavation, sidewalk reinforcements, turndowns.
2. All concrete slabs/sidewalk are tool jointed. Sawcutting is
excluded unless otherwise stated on the proposal.
3. Grade to be +/- 0.1’ with spec’d moisture and compaction
4. GC to supply a water truck or equal.
5. Assume concrete can be tailgated from the truck (no planting was
installed) at time of concrete scope.
6. Assume one mobilization is needed, additional mobilization add
$2000.
7. Actual quantities will be site measured up on completion.
8. Material escalation will be passed to the GC.
Total
$262,120.50
Expiry
date
04/20/2024
$1.25 x 2080= $2,600
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 1 of 3
Competitive Edge Contracting Inc
PO Box 21192
Phoenix, AZ 85036
+1 6028127104
showard@azcec.us
Estimate
ADDRESS
DNG Construction, LLC
3933 E La Salle Street
Phoenix, AZ 85040
SHIP TO
1640 W Calle Del Norte
Chandler AZ 85224
ESTIMATE
09560
DATE
03/21/2024
EXPIRATION
DATE
06/20/2024
JOB NAME
Chandler Brooks Crossing
ACTIVITY
QTY
AMOUNT
Install Bike Rack (SM)
Ultra site #5308 OAE
LH3.3 DTL 4
2
532.00
Install BBQ Grill (DB)
Superior GSP20
LH3.3 DTL 2
1
217.00
Install Bench (SM)
Superior #B6WBCLASSIC OAE
LH3.3 DTL 6
13
3,458.00
Install Table, Picnic w/ Benches (SM)
Webcoat #TRCHDCPALT OAE or Wabash Valley Signature Series #SG115
LH3.4 DTL 2
4
1,764.00
Install Trash Receptacle (SM)
Webcoat TR32 Classic w/ Flattop OAE or Wabash Valley #LR32
15
3,150.00
Install Fountain, Drinking w/ Pet (SM)
MDF 10145-18 SMSS Chilled, above ground mounting only
*Excludes Sump/Winterization pit. Plumbing ,electrical connections by others.
LH3.3 DTL 5
1
497.00
Install Pet Waste Station (DB)
Installation of sign and mounting of City of Chandler faces only.
Sign faces and hardware provided by others
LH3.3 DTL 3
5
1,775.00
Install LSI Hedra Play Structure
LSI Design 220103F
1
23,100.00
Install LSI Zipkrooz 50'
LSI Design 220103F
1
3,962.00
Install LSI Weevos Play Structure
2-5 Structure, LSI Design 220103F
1
7,929.00
Install Swing, LSI Hedra, 3-Bay
LSI Design 220103F
1
2,619.00
Install LSI Spin, Curva
LSI Design 220103F
2
1,372.00
Install LSI Spring Rider, Bobble (double)
1
798.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 2 of 3
LSI Design 220103F
Install LSI Spin, Saddle
LSI Design 220103F
2
952.00
Install Wear Mat
7
588.00
Install LSI HealthBeat Balance Steps
192454
1
1,568.00
Install LSI HealthBeat Ab Crunch/Leg-Lift
192451
1
1,386.00
Install LSI HealthBeat Chest/Back Press
192456
1
1,568.00
Install LSI HealthBeat Cardio Stepper
192455
1
1,365.00
Install CRS Ramada
16'x16'x8e CRS Denver, standing seam, 4:12 pitch, (4) columns, (SM) to masonry columns
(Footings/Surrounds/Electric, CMU Columns by others)
LH3.2
2
9,057.00
Install Shade Structure
46'x35'x15'e Hip shade (6) footings up to 30"x84", over Hedra Swing
1
22,398.00
Install LSI Tuff Timber Access Ramp
LSI Tuff Timber #130799 @ sides of concrete fluctuation ramp
LS3.1 DTL 2
2
1,120.00
Form/Pour Concrete Fluctuation Ramp
LS3.1 DTL 2, medium broom finish, 3000 psi
1
2,832.00
Install Sign
Park Entry Sign
Relocate to new site, mount new face.
New sign face furnished by others
LH3.3 DTL 1
1
970.00
Sandblast
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
3,288.00
Services
Sandblast Mockup
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
5,000.00
Form/Pour Concrete Header (LF)
LF of 8"x8" header with #3 continuous rebar control joints @ 5'
LH3.04 DTL 3
534
17,622.00
Install Sub-Base Fill (SF)
4" depth
*Site to be compacted and subgrade ready at +/- .1" Subbase furnished by others.
0.75
12,728.25
Form/Pour Turndown (LF)
18" Playground turndown CIP with pin in rebar up to 4' horizontal @ 24" spacing (both playgrounds)
LH3.04 DTL 4
355
26,625.00
Form/Pour Sidewalk (SF)
Varying widths, Mag A 3000 psi, medium broom finish, sawcut 8'0" OC max, includes additional 2"x6" turndowns
at perimeter
495'x4'x4"
66'x5'x4"
1570'x8'x4"
15,860
146,705.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 3 of 3
110'x9'x4"
LH3.4 DTL 8, Mag DTL 230
Form/Pour 4" Concrete Slab (SF)
Large Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) Ramada Slab, 350 SF
(1) Ramada Slab, 626 SF
LH3.4 DTL 2
976
8,784.00
Form/Pour Concrete
Small Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) BBQ Slab, 13 SF
(1) Bench Slab, 88 SF
(11) Bench Slab, 44 SF
LH3.4 DTL 2
135
1,640.25
Drill/Pour Pier Footing
Light Poles
24"x78" w/ cages
Anchor bolts, conduits and ground wires furnished by others
SE3.1 Arial Light Struct. DTL SK1
3
4,716.00
Construct CMU Seatwall
(6) Seat Walls, Priced by (LF)
16"x18" CMU reinforced with #5 bar @ 48" O.C. centered in each block, Mesastone Black Canyon CMU, 1"
weephole where soil is greater than 16"
16"x4" Custom cast-in-place concrete cap with Davis Dark Grey color, anti-skate integral notches 48" O.C.,
rebar dowel connection to concrete core
10"x2'6" Footing, #5 at 16" O.C., (3) #5 continuous centered in footing
*Excludes Weep hole pea gravel and filter fabric wrap, waterproofing and protection board.
LH 3.4 DTL 5
175
62,125.00
*Excludes all demolition, excavation, and disposal. Site to be compacted and subgrade ready to within +/- .1".
*Excludes DB/prevailing wage rates, certified payroll, OCIP and any additional insurance not currently satisfied
by CEC's current insurance policies.
*Unless noted otherwise: Project site must have “tailgate access” and be
subgrade ready. Digging based upon good soil conditions (hard-dig,
collapsing soil excluded). Customer to provide water onsite. All work to be
performed in a single, concurrent mobilization. Excludes prevailing wage
rates, payment management services, site fence/security, irrigation repair,
permitting, fees, insurance requirements not included in CEC’s current
insurance policies, requirement of ready-mix truck concrete for playground
and site furnishings. CEC is not responsible for damage to existing
surfaces during the normal course of construction. Material price increases
in excess of 5% after issuance of estimate or purchase order may require
revised pricing. All required taxes included.
SUBTOTAL
384,210.50
TAX
0.00
TOTAL
$384,210.50
Accepted By
Accepted Date
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 1 of 3
Competitive Edge Contracting Inc
PO Box 21192
Phoenix, AZ 85036
+1 6028127104
showard@azcec.us
Estimate
ADDRESS
DNG Construction, LLC
3933 E La Salle Street
Phoenix, AZ 85040
SHIP TO
1640 W Calle Del Norte
Chandler AZ 85224
ESTIMATE
09560
DATE
03/21/2024
EXPIRATION
DATE
06/20/2024
JOB NAME
Chandler Brooks Crossing
ACTIVITY
QTY
AMOUNT
Install Bike Rack (SM)
Ultra site #5308 OAE
LH3.3 DTL 4
2
532.00
Install BBQ Grill (DB)
Superior GSP20
LH3.3 DTL 2
1
217.00
Install Bench (SM)
Superior #B6WBCLASSIC OAE
LH3.3 DTL 6
13
3,458.00
Install Table, Picnic w/ Benches (SM)
Webcoat #TRCHDCPALT OAE or Wabash Valley Signature Series #SG115
LH3.4 DTL 2
4
1,764.00
Install Trash Receptacle (SM)
Webcoat TR32 Classic w/ Flattop OAE or Wabash Valley #LR32
15
3,150.00
Install Fountain, Drinking w/ Pet (SM)
MDF 10145-18 SMSS Chilled, above ground mounting only
*Excludes Sump/Winterization pit. Plumbing ,electrical connections by others.
LH3.3 DTL 5
1
497.00
Install Pet Waste Station (DB)
Installation of sign and mounting of City of Chandler faces only.
Sign faces and hardware provided by others
LH3.3 DTL 3
5
1,775.00
Install LSI Hedra Play Structure
LSI Design 220103F
1
23,100.00
Install LSI Zipkrooz 50'
LSI Design 220103F
1
3,962.00
Install LSI Weevos Play Structure
2-5 Structure, LSI Design 220103F
1
7,929.00
Install Swing, LSI Hedra, 3-Bay
LSI Design 220103F
1
2,619.00
Install LSI Spin, Curva
LSI Design 220103F
2
1,372.00
Install LSI Spring Rider, Bobble (double)
1
798.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 2 of 3
LSI Design 220103F
Install LSI Spin, Saddle
LSI Design 220103F
2
952.00
Install Wear Mat
7
588.00
Install LSI HealthBeat Balance Steps
192454
1
1,568.00
Install LSI HealthBeat Ab Crunch/Leg-Lift
192451
1
1,386.00
Install LSI HealthBeat Chest/Back Press
192456
1
1,568.00
Install LSI HealthBeat Cardio Stepper
192455
1
1,365.00
Install CRS Ramada
16'x16'x8e CRS Denver, standing seam, 4:12 pitch, (4) columns, (SM) to masonry columns
(Footings/Surrounds/Electric, CMU Columns by others)
LH3.2
2
9,057.00
Install Shade Structure
46'x35'x15'e Hip shade (6) footings up to 30"x84", over Hedra Swing
1
22,398.00
Install LSI Tuff Timber Access Ramp
LSI Tuff Timber #130799 @ sides of concrete fluctuation ramp
LS3.1 DTL 2
2
1,120.00
Form/Pour Concrete Fluctuation Ramp
LS3.1 DTL 2, medium broom finish, 3000 psi
1
2,832.00
Install Sign
Park Entry Sign
Relocate to new site, mount new face.
New sign face furnished by others
LH3.3 DTL 1
1
970.00
Sandblast
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
3,288.00
Services
Sandblast Mockup
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
5,000.00
Form/Pour Concrete Header (LF)
LF of 8"x8" header with #3 continuous rebar control joints @ 5'
LH3.04 DTL 3
534
17,622.00
Install Sub-Base Fill (SF)
4" depth
*Site to be compacted and subgrade ready at +/- .1" Subbase furnished by others.
0.75
12,728.25
Form/Pour Turndown (LF)
18" Playground turndown CIP with pin in rebar up to 4' horizontal @ 24" spacing (both playgrounds)
LH3.04 DTL 4
355
26,625.00
Form/Pour Sidewalk (SF)
Varying widths, Mag A 3000 psi, medium broom finish, sawcut 8'0" OC max, includes additional 2"x6" turndowns
at perimeter
495'x4'x4"
66'x5'x4"
1570'x8'x4"
15,860
146,705.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 3 of 3
110'x9'x4"
LH3.4 DTL 8, Mag DTL 230
Form/Pour 4" Concrete Slab (SF)
Large Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) Ramada Slab, 350 SF
(1) Ramada Slab, 626 SF
LH3.4 DTL 2
976
8,784.00
Form/Pour Concrete
Small Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) BBQ Slab, 13 SF
(1) Bench Slab, 88 SF
(11) Bench Slab, 44 SF
LH3.4 DTL 2
135
1,640.25
Drill/Pour Pier Footing
Light Poles
24"x78" w/ cages
Anchor bolts, conduits and ground wires furnished by others
SE3.1 Arial Light Struct. DTL SK1
3
4,716.00
Construct CMU Seatwall
(6) Seat Walls, Priced by (LF)
16"x18" CMU reinforced with #5 bar @ 48" O.C. centered in each block, Mesastone Black Canyon CMU, 1"
weephole where soil is greater than 16"
16"x4" Custom cast-in-place concrete cap with Davis Dark Grey color, anti-skate integral notches 48" O.C.,
rebar dowel connection to concrete core
10"x2'6" Footing, #5 at 16" O.C., (3) #5 continuous centered in footing
*Excludes Weep hole pea gravel and filter fabric wrap, waterproofing and protection board.
LH 3.4 DTL 5
175
62,125.00
*Excludes all demolition, excavation, and disposal. Site to be compacted and subgrade ready to within +/- .1".
*Excludes DB/prevailing wage rates, certified payroll, OCIP and any additional insurance not currently satisfied
by CEC's current insurance policies.
*Unless noted otherwise: Project site must have “tailgate access” and be
subgrade ready. Digging based upon good soil conditions (hard-dig,
collapsing soil excluded). Customer to provide water onsite. All work to be
performed in a single, concurrent mobilization. Excludes prevailing wage
rates, payment management services, site fence/security, irrigation repair,
permitting, fees, insurance requirements not included in CEC’s current
insurance policies, requirement of ready-mix truck concrete for playground
and site furnishings. CEC is not responsible for damage to existing
surfaces during the normal course of construction. Material price increases
in excess of 5% after issuance of estimate or purchase order may require
revised pricing. All required taxes included.
SUBTOTAL
384,210.50
TAX
0.00
TOTAL
$384,210.50
Accepted By
Accepted Date
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 1 of 3
Competitive Edge Contracting Inc
PO Box 21192
Phoenix, AZ 85036
+1 6028127104
showard@azcec.us
Estimate
ADDRESS
DNG Construction, LLC
3933 E La Salle Street
Phoenix, AZ 85040
SHIP TO
1640 W Calle Del Norte
Chandler AZ 85224
ESTIMATE
09560
DATE
03/21/2024
EXPIRATION
DATE
06/20/2024
JOB NAME
Chandler Brooks Crossing
ACTIVITY
QTY
AMOUNT
Install Bike Rack (SM)
Ultra site #5308 OAE
LH3.3 DTL 4
2
532.00
Install BBQ Grill (DB)
Superior GSP20
LH3.3 DTL 2
1
217.00
Install Bench (SM)
Superior #B6WBCLASSIC OAE
LH3.3 DTL 6
13
3,458.00
Install Table, Picnic w/ Benches (SM)
Webcoat #TRCHDCPALT OAE or Wabash Valley Signature Series #SG115
LH3.4 DTL 2
4
1,764.00
Install Trash Receptacle (SM)
Webcoat TR32 Classic w/ Flattop OAE or Wabash Valley #LR32
15
3,150.00
Install Fountain, Drinking w/ Pet (SM)
MDF 10145-18 SMSS Chilled, above ground mounting only
*Excludes Sump/Winterization pit. Plumbing ,electrical connections by others.
LH3.3 DTL 5
1
497.00
Install Pet Waste Station (DB)
Installation of sign and mounting of City of Chandler faces only.
Sign faces and hardware provided by others
LH3.3 DTL 3
5
1,775.00
Install LSI Hedra Play Structure
LSI Design 220103F
1
23,100.00
Install LSI Zipkrooz 50'
LSI Design 220103F
1
3,962.00
Install LSI Weevos Play Structure
2-5 Structure, LSI Design 220103F
1
7,929.00
Install Swing, LSI Hedra, 3-Bay
LSI Design 220103F
1
2,619.00
Install LSI Spin, Curva
LSI Design 220103F
2
1,372.00
Install LSI Spring Rider, Bobble (double)
1
798.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 2 of 3
LSI Design 220103F
Install LSI Spin, Saddle
LSI Design 220103F
2
952.00
Install Wear Mat
7
588.00
Install LSI HealthBeat Balance Steps
192454
1
1,568.00
Install LSI HealthBeat Ab Crunch/Leg-Lift
192451
1
1,386.00
Install LSI HealthBeat Chest/Back Press
192456
1
1,568.00
Install LSI HealthBeat Cardio Stepper
192455
1
1,365.00
Install CRS Ramada
16'x16'x8e CRS Denver, standing seam, 4:12 pitch, (4) columns, (SM) to masonry columns
(Footings/Surrounds/Electric, CMU Columns by others)
LH3.2
2
9,057.00
Install Shade Structure
46'x35'x15'e Hip shade (6) footings up to 30"x84", over Hedra Swing
1
22,398.00
Install LSI Tuff Timber Access Ramp
LSI Tuff Timber #130799 @ sides of concrete fluctuation ramp
LS3.1 DTL 2
2
1,120.00
Form/Pour Concrete Fluctuation Ramp
LS3.1 DTL 2, medium broom finish, 3000 psi
1
2,832.00
Install Sign
Park Entry Sign
Relocate to new site, mount new face.
New sign face furnished by others
LH3.3 DTL 1
1
970.00
Sandblast
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
3,288.00
Services
Sandblast Mockup
Concrete "Welcome Mat" Sandblasted Logo
Blasted depth to be 1/8" to 3'16"
High resolution CAD file provided by others
1
5,000.00
Form/Pour Concrete Header (LF)
LF of 8"x8" header with #3 continuous rebar control joints @ 5'
LH3.04 DTL 3
534
17,622.00
Install Sub-Base Fill (SF)
4" depth
*Site to be compacted and subgrade ready at +/- .1" Subbase furnished by others.
0.75
12,728.25
Form/Pour Turndown (LF)
18" Playground turndown CIP with pin in rebar up to 4' horizontal @ 24" spacing (both playgrounds)
LH3.04 DTL 4
355
26,625.00
Form/Pour Sidewalk (SF)
Varying widths, Mag A 3000 psi, medium broom finish, sawcut 8'0" OC max, includes additional 2"x6" turndowns
at perimeter
495'x4'x4"
66'x5'x4"
1570'x8'x4"
15,860
146,705.00
Pricing valid for up to 90 days or otherwise stated and may be revised for changes in scope of work. CEC reserves the right to update pricing if project is
not schedulable within 90 days of the issuance of a purchase order or if installation cannot occur within one year of issuance of a purchase order. CEC is
not liable for damage occurring to stored equipment more than 90 days after delivery.
Page 3 of 3
110'x9'x4"
LH3.4 DTL 8, Mag DTL 230
Form/Pour 4" Concrete Slab (SF)
Large Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) Ramada Slab, 350 SF
(1) Ramada Slab, 626 SF
LH3.4 DTL 2
976
8,784.00
Form/Pour Concrete
Small Slabs
Varying dimensions, Mag A 3000 psi, non-reinforced medium broom finish, sawcut 8'0", includes additional 2"x6"
turndowns at perimeter
(1) BBQ Slab, 13 SF
(1) Bench Slab, 88 SF
(11) Bench Slab, 44 SF
LH3.4 DTL 2
135
1,640.25
Drill/Pour Pier Footing
Light Poles
24"x78" w/ cages
Anchor bolts, conduits and ground wires furnished by others
SE3.1 Arial Light Struct. DTL SK1
3
4,716.00
Construct CMU Seatwall
(6) Seat Walls, Priced by (LF)
16"x18" CMU reinforced with #5 bar @ 48" O.C. centered in each block, Mesastone Black Canyon CMU, 1"
weephole where soil is greater than 16"
16"x4" Custom cast-in-place concrete cap with Davis Dark Grey color, anti-skate integral notches 48" O.C.,
rebar dowel connection to concrete core
10"x2'6" Footing, #5 at 16" O.C., (3) #5 continuous centered in footing
*Excludes Weep hole pea gravel and filter fabric wrap, waterproofing and protection board.
LH 3.4 DTL 5
175
62,125.00
*Excludes all demolition, excavation, and disposal. Site to be compacted and subgrade ready to within +/- .1".
*Excludes DB/prevailing wage rates, certified payroll, OCIP and any additional insurance not currently satisfied
by CEC's current insurance policies.
*Unless noted otherwise: Project site must have “tailgate access” and be
subgrade ready. Digging based upon good soil conditions (hard-dig,
collapsing soil excluded). Customer to provide water onsite. All work to be
performed in a single, concurrent mobilization. Excludes prevailing wage
rates, payment management services, site fence/security, irrigation repair,
permitting, fees, insurance requirements not included in CEC’s current
insurance policies, requirement of ready-mix truck concrete for playground
and site furnishings. CEC is not responsible for damage to existing
surfaces during the normal course of construction. Material price increases
in excess of 5% after issuance of estimate or purchase order may require
revised pricing. All required taxes included.
SUBTOTAL
384,210.50
TAX
0.00
TOTAL
$384,210.50
Accepted By
Accepted Date
March 25, 2024
DNG Construction
3933 East La Salle St.
Phoenix, Az. 85040
.
ATTN:
Dominic Demark
RE:
BROOKS CROSSING PARK
PLUMBING PROPOSAL
ADDENDA:
INCLUSIONS:
Per sheets LH 2.0 & LH 3.3 dated 8/12/22 and CI 3.0 dated 11/20/23
Excavation and backfill
Pouring backflow pad
Supply and connect waste and water to (1) MDF Fountain
Waste (pvc) to dry well +/- 40’ from Fountain
Water (schedule 80 pvc) +/- 415’ underground piping from bfp to Mdf
Fixtures and trim: (1) MDF Fountain
(1) BFP w/cage
EXCLUSIONS:
Permits, taxes, fees, material and spoil haul off (placed in GC supplied
receptacle), meters, hard dig, and off work hours
TOTAL PROPOSED: $21,275.00
Thank you for the opportunity of providing a proposal for this project. Should you have any questions
please call.
Sincerely,
Scott Miller
Estimator / Project Manager
1040
1215 S. Park Lane Suite #3 Tempe, AZ 85281 Tel : 602-414-0880
Above All Plumbing
Services
Date:
Cell:
480-708-6377
Item Description
Item Description
Item Description
Plans and Specifications
Listed Clarifications
X Local Codes
X Comments Above
Alternates:
1.
$
2.
$
3.
$
1. THIS PROPOSAL IS FIRM FOR 10 DAYS
2. INSTALLATION IS GUARANTEED FOR ONE YEAR
3. ALTERNATE ADDER FOR SALES TAX:
$
Provide new concrete light pole bases
XXX
XXX
Lamp(s) Recycle
WR Equipment Connection(s)
Trace & Label Devices
WR J-Box(s)
Receptacle & Back Box(s)
XXX
XXX
Lamps & Ballast(s)
XXX
Job Storage / Office
XXX
Site Contact:
XXX
Trenching / Backfill
Jackhammer concrete pole base, backfill to grade & landscape note 5 & 6
XXX
Light Fixture(s)
Site Lighting
XXX
Specialty Tools
TBD
1345 W Calle Del Norte, Chandler AZ 85224
XXX
INCLUDED
Rental Equipment
XXX
XXX
XXX
XXX
XXX
Concrete / Asphalt Patch back
Coring Wall / Floor / Saw Cutting
Concrete Encasement
Landscape Repair(s) or Remediation
VFD Installation
XXX
XXX
Secondary Service
XXX
XXX
Panel Breaker(s)
Switchgear / Panelboard(s)
Primary Service
XXX
OWNER APPROVAL SIGNATURE
Telco Service
XXX
AC Unit Connection(s)
XXX
Voice/Data Cable and Termination
XXX
We propose to furnish and install all labor & material required for a complete electrical installation in accordance with:
BASE BID PROPOSED AMOUNT
$203,025.00
WAV ELECTRIC AUTHORIZED SIGNATURE
WE QUOTE ELECTRICAL / 16000 ELECTRICAL
PLANS/SPECS (if provided)
XXX
Dumpster For Demo
Make Safe / Demo
Troubleshooting
Overtime
XXX
Copper Conductors
Conduit & Fittings
XXX
XXX
MC Cable & Fittings
XXX
XXX
XXX
XXX
Transmitted to:
Repair/replace electrical items found to be deficient outside of this scope.
Javier Lopez
Company Phone:
480-361-9137
EXCLUDED
XXX
Paint electrical SES or electrical raceway
Auger and provide rebar cage
INCLUDED
EXCLUDED
Material Sales Tax
Please See Page # 2 For Inclusions
WR GFCI Receptacle(s)
XXX
XXX
Lighting Control(s)
XXX
Roof Patching
WAV ELECTRIC, LLC
Engineered Electrical drawings.
Overtime or off hours work.
Email:
Jose Torres
jtorres@dngllc.com
4/5/2024
Reference:
Brooks Crossing Park
SPECIFIC INCLUSIONS/CLARIFICATIONS:
SPECIFIC EXCLUSIONS:
Company Name:
DNG Construction LLC
Email:
From:
Javier.wavelectric@gmail.com
Site Address:
City or County Permits, Payment Bonds, Performance Bonds.
2329 W Mescal St. #305 Phoenix, AZ 85029 - PH: (623) 398-6644 - ROC #317626 - ROC #325665
TBD
Site Contact Phone:
Temporary Power
XXX
In-line pole Fuse(s)
XXX
Low Voltage Stub Up & Back Box(s)
XXX
INCLUDED
EXCLUDED
XXX
Permit(s)
Javier Lopez
Date:
Cell:
480-708-6377
WAV ELECTRIC, LLC
4/5/2024
Reference:
Brooks Crossing Park
2329 W Mescal St. #305 Phoenix, AZ 85029 - PH: (623) 398-6644 - ROC #317626 - ROC #325665
Transmitted to:
Jose Torres
Email:
jtorres@dngllc.com
Javier.wavelectric@gmail.com
From:
Javier Lopez
Email:
Demo existing light fixture pole heads (salvaged & return to the City of Chandler)
Company Name:
DNG Construction LLC
TBD
TBD
1345 W Calle Del Norte, Chandler AZ 85224
INCLUSIONS:
DEMO:
Make safe electrical for demo
Trace existing underground conduits and identify circuit before demo
Company Phone:
480-361-9137
Site Contact:
Site Contact Phone:
Provide/install electrical raceway w/wire for Ramadas per (SE2.0 & details #5,#7 & #8 SE3.2)
Provide/install electrical raceway w/wire for drinking fountain per note #3 (SE2.0 & detail #3 SE3.1)
Install (9) existing light poles with new LED heads to new (Concrete base by others)
Undermining sidewalks to cross electrical raceway
Materials sales tax (taxed at the time of purchase)
Intercept/undermine electrical conduit to existing SES
Provide/install (3) 2" spare electrical conduit with caps to existing SES up to 5ft and mark (detail 1A SE2.1)
Provide trenching & backfill for electrical raceway with wire per (wire & conduit table SE2.0/SE2.1)
Provide/install (6) inground J-boxes per Notes #3 and install per detail (#2 SE3.0)
Identify, Intercept conduit to add (9) new inground j-boxes and extend electrical raceway to new pole locations per (#6 SE2.0/SE2.1)
Site Address:
Provide new light pole anchors bolts
Remove existing lights push button & provide/install new with a ADA push button to existing pole per (note #7 SE2.0 detail #6 SE3.2
Provide circuit tags, labels and updated panel schedule per panel schedule (SE3.0)
Provide final connections and voltage check
Provide/install Light package per (light Fixture Schedule SE1.0)
Remove (9) existing light pole and save & protect to be reuse at new location
POWER/LIGHTING:
EXHIBIT H
Project Name: Brooks Crossing Park Improvements
Page H-1
Project No.: PR2205.401
Rev. 3/19/2024
BUILDERS RISK INSURANCE
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
INSR
ADDL SUBR
LTR
INSD WVD
PRODUCER
CONTACT
NAME:
FAX
PHONE
(A/C, No):
(A/C, No, Ext):
E-MAIL
ADDRESS:
INSURER A :
INSURED
INSURER B :
INSURER C :
INSURER D :
INSURER E :
INSURER F :
POLICY NUMBER
POLICY EFF
POLICY EXP
TYPE OF INSURANCE
LIMITS
(MM/DD/YYYY)
(MM/DD/YYYY)
AUTOMOBILE LIABILITY
UMBRELLA LIAB
EXCESS LIAB
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
AUTHORIZED REPRESENTATIVE
EACH OCCURRENCE
$
DAMAGE TO RENTED
CLAIMS-MADE
OCCUR
$
PREMISES (Ea occurrence)
MED EXP (Any one person)
$
PERSONAL & ADV INJURY
$
GEN'L AGGREGATE LIMIT APPLIES PER:
GENERAL AGGREGATE
$
PRO-
POLICY
LOC
PRODUCTS - COMP/OP AGG
JECT
OTHER:
$
COMBINED SINGLE LIMIT
$
(Ea accident)
ANY AUTO
BODILY INJURY (Per person)
$
OWNED
SCHEDULED
BODILY INJURY (Per accident)
$
AUTOS ONLY
AUTOS
HIRED
NON-OWNED
PROPERTY DAMAGE
$
AUTOS ONLY
AUTOS ONLY
(Per accident)
$
OCCUR
EACH OCCURRENCE
CLAIMS-MADE
AGGREGATE
$
DED
RETENTION $
PER
OTH-
STATUTE
ER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE $
If yes, describe under
E.L. DISEASE - POLICY LIMIT
DESCRIPTION OF OPERATIONS below
INSURER(S) AFFORDING COVERAGE
NAIC #
COMMERCIAL GENERAL LIABILITY
Y / N
N / A
(Mandatory in NH)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
COVERAGES
CERTIFICATE NUMBER:
REVISION NUMBER:
CERTIFICATE HOLDER
CANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03)
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
$
$
$
$
$
The ACORD name and logo are registered marks of ACORD
5/2/2024
(480) 924-1200
(480) 924-1211
12572
DNG Construction LLC
3933 E. La Salle Street
Phoenix, AZ 85040
20443
A
1,000,000
S 2324645
12/31/2023 12/31/2024
500,000
15,000
1,000,000
3,000,000
3,000,000
1,000,000
A
S 2324645
12/31/2023 12/31/2024
10,000,000
A
S 2324645
12/31/2023 12/31/2024
10,000,000
0
A
WC 9075846
12/31/2023 12/31/2024
1,000,000
1,000,000
1,000,000
B Installation / Build
6072518965
12/31/2023
Limit
5,700,000
C PROF/Pollution Liab
PPK2502749
12/31/2023 12/31/2024 Aggregate Limit
5,000,000
REFERENCE: Project - PR1105.401, Brooks Crossing Park Improvements - The City of Chandler is named as an additional insured with respect to Liability,
Builder's Risk, & Professional Liability arising out of the activities performed by, or on behalf of the contractor, including completed operations & including
automobiles owned, leased, hired or borrowed by the contractor. Severability of Interest applies in regards to the General Liability.
City of Chandler
PO Box 4008
Mail Stop 407
Chandler, AZ 85225
DNGCONS-01
OWEAB1
Southwest Risk Management, LLC
4801 E McKellips
Mesa, AZ 85215
service@southwestrisk.com
SELECTIVE INSURANCE COMPANY
Continental Casualty Company
Philadelphia Insurance Company
X
12/31/2024
X
X
X
X
X
X
X