Supporting Document (4b3fb97f...)
City of Scottsdale — Regular Meeting and Work Study Session (2026-07-01)
Extracted text (via pymupdf)
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Item 12
ancNini
REPORT
4.
1^
1C
Meeting Date:
General Plan Element:
General Plan Goal:
July 1,2026
Public Services and Facilities
Provide city service facilities to meet the governmental,
administrative, public safety, emergency, social, human.
Cultural, informational, and maintenance needs of the
community.
ACTION
Design Build Manager Construction Phase Contract for Bond Project No. 63, Old Town Parking
Structure. Adopt Resolution No. 13730 authorizing:
1. Design Build Manager Contract No. 2026-048-COS-A1 with Chasse Building Team, in an
amount not to exceed $12,463,464 for Design-Buijd Manager (DBM), GMP 2 construction
services for Capital Project PD2101 - Bond 2019 Project No. 63 - Build Parking Structures in
Old Tovvn for the Brown Avenue Parking Structure Expansion.
BACKGROUND
On April 14, 2026 Council adopted Resolution 13635 authorizing contract 2026-048-COS for DBM
Construction Phase services with the Chasse Building Team, Inc, for Guaranteed Maximum Price
One (GMP 1) for long lead procurement and preparatory work for garage construction. This council
action is for approval of the GMP 2 proposal for the balance of the garage construction scope.
ANALYSIS & ASSESSMENT
Recent Staff Action
The design for the garage expansion is finalized and trade bids have been received for all remaining
material and labor to complete the structure. GMP 1, in an amount not to exceed $3,820,557,
provided for early procurement for long lead items and some construction including demolition and
masonry. GMP 2, in an amount not to exceed $12,463,464, provides for the balance of the work. The
modified contract price will not exceed the total GMP of $16,284,021. This contract is necessary to
ensure the parking structure can be open for use for Spring Training 2027.
Action Taken
Page 1 of 3
City Council Report | Design Build Services - Bond 63 Build Parking Structures in Old Town
Community Involvement
Significant community outreach was completed for input during design. During construction,
ongoing communication will be provided in monthly newsletters.
RESOURCE IMPACTS
Available funding
Funding for this project is available in PD2101.
Project
Total Project
Budget
(in millions)
Funds Spent
(in millions)
Remaining
Budget
(in millions)
Funding Sources
PD2101-Build Parking
structures in Old Town
20.96
1.86
19.1
2019 Bond
Staffing, Workload Impact
The contract administrator responsible for enforcement of all provisions of the contract is Roger
Berna, Senior Project Manager, Capital Project Management.
Maintenance Requirements
New facilities will be maintained in like fashion to the existing. There will be additional costs for
maintaining and cleaning the added areas.
OPTIONS & STAFF RECOMMENDATION
Recommended Approach
Adopt Resolution No. 13730 authorizing Design Build Manager Contract No. 2026-048-COS-A1 with
Chasse Building Team in an amount not to exceed $12,463,464 for Design-Build Manager, GMP 2
construction services for Capital Project PD2101 - Bond Project No. 63 - Build Parking Structures in
Old Town for the Brown Avenue Parking Structure Expansion. This contract will be for Phase Two, for
the balance of the garage construction.
Proposed Next Steps
Upon Council approval, the DBM will issue subcontracts for remaining construction scope.
RESPONSIBLE DEPARTMENT(S)
Economic Development, Transportation and Infrastructure
STAFF CONTACT
Roger Berna, Sr. Project Manager, rberna(a)scottsdaleaz.gov, (480) 312-7845
Page 2 of 3
City Council Report | Design Build Services - Bond 63 Build Parking Structures in Old Town
APPROVED BY
1/fO^
4
Alisen Tymkiw, Senidr Director-City Engineer,
Transportation and Infrastructure
(480) 312-7760, atvmk.iw@,scottsdaleaz.gov
Date*
ATTACHMENTS
1. Resolution 13730
2. Location Map
3. Contract 2026-048-COS-A1
Page 3 of 3
RESOLUTION NO. 13730
A RESOLUTION OF THE COUNCIL OF THE CITY OF SCOTTSDALE,
MARICOPA COUNTY, ARIZONA AUTHORIZING DESIGN BUILD MANAGER
CONTRACT NO. 2026-048-COS-A1 WITH CHASSE BUILDING TEAM, INC. TO
PROVIDE CONSTRUCTION SERVICES FOR CAPITAL PROJECT PD2101 -
2019 BOND PROJECT NO. 63 - BUILD NEW PARKING STRUCTURES IN OLD
TOWN SCOTTSDALE FOR THE BROWN AVENUE PARKING STRUCTURE
EXPANSION IN AN AMOUNT NOT TO EXCEED $12,463,464.
WHEREAS, the City desires to complete the construction of Capital Project PD2101 -
Bond 2019 Project No. 63 - Build Parking Structures in Old Town for the Brown Avenue Parking
Structure Expansion (the “Project”), located at 7234 East Second Street, Scottsdale, Arizona; and
WHEREAS, the City and Chasse Building Team, Inc. desire to modify existing Design
Build Manager Contract No. 2026-048-COS to contract for additional construction services to
complete the Project.
follows:
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Scottsdale as
Section 1. The Mayor of the City of Scottsdale is authorized and directed to execute
Design Build Manager Contract No. 2026-048-COS-A1 with Chasse Building Team, Inc. to
provide construction services for Capital Project PD2101 - Bond 2019 Project No. 63 - Build
Parking Structures in Old Town for the Brown Avenue Parking Structure Expansion in an amount
not to exceed Twelve Million Four Hundred Sixty-Three Thousand Four Hundred Sixty-Four
dollars ($12,463,464).
Section 2. The City Manager, or designee, is hereby authorized to execute such other
documents and take such other actions as necessary to carry out the intent of this Resolution.
PASSED AND ADOPTED by the Council of the City of Scottsdale this____day of
_________________2026.
ATTEST:
Ben Lane, City Clerk
APPROVED AS TO FORM:
CITY OF SCOTTSDALE,
an Arizona municipal corporation
Lisa Borowsky, Mayor
Luis^ Santaella, City Attorney
By: Lydia Tulin, Assistant City Attorney
19279476
Page 1 of 1
ATTACHMENT 1
Resolution No. 13730
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CITY OF
scons£
Contract No. 2026-048-COS-A1
CITY OF SCOTTSDALE
FIRST MODIFICATION TO CONSTRUCTION CONTRACT
CONTRACT NO. 2026-048-COS-A1
SOLICITATION NO. RFSQ.072024-190
PROJECT NO. PD2101
THIS CONTRACT MODIFICATION is entered into this
day of
2026, (the
"Effective Date") by the City of Scottsdale, an Arizona municipal corporation, (the “City") and
Chasse Building Team, Inc., an Arizona corporation (the “Design-Buiid Manager" or “DBM” or
“Contractor").
WITNESSETH
WHEREAS, the City and Contractor desire to contract for additional construction services for
Bond Project 63 - Build Parking Structure in Old Town Scottsdale (the “Project”) pursuant to
Construction Contract No. 2026-048-COS (the “Contract”).
NOW THEREFORE, the City and Contractor mutually agree to modify the Contract as provided
herein and further acknowledge that this is the first modification to the Contract (the “First
Modification”).
IN AND FOR CONSIDERATION of the mutual promises and obligations set forth herein, the
City and Contractor agree the Contract should be modified as follows;
MODIFICATIONS:
1.0 SCOPE OF SERVICES
Article 1 is modified to add the additional Scope of Work specified in Exhibit A.1.
attached hereto and made part of this First Modification by this reference.
2.0 CONTRACT TIME
Article 3, Section 3.1.1 is modified to add that the Contract Time for the additional
Scope of Work described in Exhibit A.1. attached hereto, will begin on the
Effective Date of this First Modification and will be completed within four hundred
sixty-eight (468) consecutive calendar days. The City and Contractor previously
entered into Preconstruction Services Contract No. 2025-004-COS and
Construction Services Contract No. 2026-048-COS as referenced in Exhibit B.1.
attached hereto and made part of this First Modification by this reference.
3.0 CONTRACT PRICE
Article 4, Section 4.1.1 is modified to add GMP Proposal #2 (“GMP 2"), attached
hereto as Exhibit C.1 and made part of this First Modification by this reference.
14423500V1
19279488
Page 1 of 3
ATTACHMENT 3
Contract No. 2026-048-COS-A1
GMP 2, in an amount not to exceed Twelve Million Four Hundred Sixty-Three
Thousand Four Hundred Sixty-Four doliars ($12,463,464), is added to the first
GMP Proposai ("GMP 1"), attached as Exhibit C to Contract 2026-048-COS in an
amount not to exceed Three Miiiion Eight Hundred Twenty Thousand Five
Hundred Fifty-Seven doiiars ($3,820,557), for a totai Contract Price not to exceed
Sixteen Million Two Hundred Eight-Four Thousand Twenty-One dollars
$16,284,021 ("Total GMP").
4.0
PERFORMANCE AND PAYMENT BONDS - DELETE and REPLACE TEXT
Article 9, Section 9.9.1, BONDS AND OTHER PERFORMANCE SECURITY, is
modified to read as follows:
/
Before the commencement of the Work, the Contractor must provide a
Performance Bond and a Payment Bond each in an amount equal to the
Total GMP. Bonds must be submitted in accordance with Title 34, Chapter 6
of the Arizona Revised Statutes and will be in substantially the same form as
Exhibits D and E attached to Contract 2026-048-COS.
AFFIRMATION:
Except as previously amended, or as expressly amended by this First Modification, all terms,
provisions, and conditions of the Contract are hereby ratified and shall continue in full force and
effect, and the Contract shall remain enforceable and binding in accordance with its terms.
[END OF TEXT- SIGNATURE PAGE TO FOLLOW]
14423500V1
19279488
Page 2 of 3
Contract No. 2026-048-COS-A1
IN WITNESS WHEREOF, the Parties have executed this First Modification as of the Effective
Date.
CITY OF SCOTTSDALE,
an Arizona municipal corporation
CONTRACTOR:
Chasse Building Team, Inc.,
an Arizona corporation
By:
Lisa Borowsky, Mayor
ATTEST:
By:_
Name:
Title:
Ben Lane, City Clerk
REVIEWED BY:
Roger Berna, Principal Project Manager
City Contract Administrator
Jenn Myers, MPA, CPPO, NIGP-CPP, CPPB
Purchasing Director
Alison Tymkiw, Senior Director - City Engineer
George Woods, Safety & Risk Management Director
APPROVED AS TO FORM:
LufSb. Santaella, City Attorney
By: Lydia Tulin, Assistant City Attorney
14423500V1
19279488
Page 3 of 3
Contract No. 2026-048-COS-A1
EXHIBIT A.1
PROJECT DESCRIPTION
ADDITIONAL SCOPE OF WORK FOR
GMP2
Contractor shall provide ail labor, materials and equipment necessary to construct the Project as
described in the Brown Avenue Parking Structure documents as prepared by DFDG
Architecture dated April 30, 2026 with all amendments. For the Scope of Work anticipated
under this First Modification for the Project, refer to Contractor’s proposal dated June 12, 2026,
attached to this First Modification as Exhibit C.1 and incorporated herein by this reference.
9610034V1
Page 1 of 1
Contract No. 2026-048-COS-A1
EXHIBIT B.1
CONSTRUCTION AGREEMENT(S)
Preconstruction Services Contract No 2025-004-COS, on file with the City Clerk, is included in
this First Modification by reference.
Construction Services Contract (GMP 1) No. 2026-048-COS, on file with the City Clerk, is
included in this First Modification by reference.
CONTRACTS ON FILE AT THE SCOTTSDALE CITY CLERK’S OFFICE
CAN BE FOUND AT THE BELOW LINK:
https://eservices.scottsdaleaz.gov/cityclerk/documentsearch
9610034V1
Page 1 of 1
f
Exhibit C.1, 2026-048-COS-A1, Page 1 of 55
s-ict
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CITY OF SCOTTSDALE
BROWN AVE.
PARKING STRUCTURE
GMP2
....... ^
PREPARED FOR: City of Scottsdale
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Exhibit C.1, 2026-048-COS-A1, Page 2 of 55
Brown Ave Parking Structure
Date June 12, 2026
Estimate GMP2
CHASSE
WAM
DESCRIPTION/TRADE
GMP2
Miscellaneous
294,290
01100 Final Clean
58,134
01170 Survey
28,200
04100
04200
Precast
Slone Veneer
4,496,610
417,832
05100 Steel
513,390
06100 Rough Carpentry
177,543
07420 Metal Panel
53,144
07500 Roofing
43,835
07900 Joint & Fire Sealants
395,820
08100 Doors, Hardware & Trim
21,015
09200 Stucco
183,320
09900 Paint
88,983
10800 Signage
286,325
21100 Fire Sprinkler
395,017
22100 Plumbing
319,220
23100 HVAC
47,907
26100 Electrical
608,913
27130 Radio Amplification
2,150
28100 Fire Alarm
30,914
31100 Earthwork & Paving
648,775
32200 Demo
80,765
32400 Striping & Sionaoe
89,062
32800 Landscape
39,053
00999 General Conditions
1,174,284
SUBTOTAL
10,494,501
Contractor's Contingency
3.00%
373,904
Liability Insurance
1.20%
149,562
Performance & Payment Bond
1.10%
Builders Risk
1.00%
137,098
124,635
Fee
5.00%
563,985
Scottsdale Gross Receipts Tax
5.233%
619,780
TOTAL
12,463,464
Exhibit C.1, 2026-048-COS-A1, Page 3 of 55
EXHIBIT C
GMP SUMMARY
AMOUNT
A
COST OF THE WORK - DIRECT COSTS
AMOUNT
B
Sub-Contractors' Cost of the Work (Labor, Materials,
Equiprnent, Warranty, Insurance, Profit)
$9,320,217
DBM Self-Performed Cost of the Work (Labor, Materials,
Equipment, Warranty)
'
C Total Cost of the Work (A+B)
INDIRECT COSTS
AMOUNT
$9,320,217
D General Conditions (Negotiated Amount)
E
Total Cost of the Work + General Conditions Fee
(C+D)
$1,174,284
$10,494,501
F DBM Construction Fee (% of E or Negotiated Fixed Fee)
G
H
Payment and Performance Bonds (On E, Total Cost of
the Work-!■ General Conditions Fee)
$563,985
$137,098
Insurance (Additional DBM's Insurance not provided in
the Total Cost of the Work)
$274,196
I Subtotal Direct + Indirect Costs (E+F+G+H)
J Taxes (Actual Reimbursable limited by Not to Exceed)
K Project Subtotal (1+J)
$619,780
$11,469,780
L
CITY'S PROJECT CONTINGENCY (As determined by
the City)
$373,904
$12,089,560
M TOTAL GMP (Not to Exceed) (K-fL)
$12,463,464
Exhibit C.1, 2026-048-COS-A1, Page 4 of 55
fofeca^l Outcome
PROJECT; Brown Ave Parkirrj SIruclur*
BID ABSTRACTS FOR: Mfsc«)lantous
CH/\
Sub-Contractor
Contact
Email
Phone
Base Bid
CHASSE
Ricker Atkinson
McBee Morman 6i
Associates. Inc.
SE
/ vV.'.
David Thomas
$0
(480) 921-8t00
MISCELLANEOUS ITEMS:
Sheet A800
Bird Deterrents at New Canopy Location
$
25,000
Fire Extinguisher Cabinet @ 9/ABOO (localions shown on Gt 10)
s
17,550
Bike Racks - 2 on AlOO & A210 (1 -9 Bike & 1-11 Bike per A100). 1 on
I/A30I (no location for this on AlOO), 1 on 3/A301 (Bike Park Area on
AlOO but qty. not shown - assumed 2). 2 on 1/A302 (labeled & shown
on AlOOBt A2I0). Deio, Serpentine pet Spccilicalion 32 33 13 Site
Bicycle Racks
10,000
Knox Boxes
1,900
SRP Key Box at every Meler/SES Room (any electrical room with a
door)
9S0
Material Testing
19,890 $
19,890
Hot Une Notification - Safety
24,000
Custom Notification Signage and Banners
45,000
Parking Counting System Allowance
150,000
Bid Forecasted Cost Total;
i
294,290 S
19,890 S
$
$
ToUl Budget: Base Bid * Bid Forecasted Costs
r
$294,290|
I
I
Exhibit C.1, 2026-048-COS-A1, Page 5 of 55
PROPOSAL for PROFESSIONAL ENGINEERING SERVICES
Proposal No.: 254290-1
May 4, 2026 (Revised)
Date:
Client:
Project:
Attention:
Chasse Building Team
230 South Siesta Lane
Tempe, Arizona 85281
Brown Avenue Parking Garage
7234 East 2™* Street
Scottsdale, Arizona
Lawrence Chan; lchan@chasse.us
A
ALTA
ENVIRONMENTAL &
INFRASTRUCTURE
Alta CMTI, LLC, dba Alta Environmental and Infrastructure (hereinafter referred to as “Alta”),
fonnerly Ricker Atkinson McBee Morman & Associates, bic. (RAMM), appreciates the
opportunity to provide you with this proposal to perform construction materials testing and
optional special inspection services for the above referenced project.
The following scope of work and estimated fee are based on our experience with similar projects,
and a review of the project plans and specifications (75% CD Set dated 4/9/26) and other
infonnation provided. Charges will be based only on actual time spent and testing performed
to provide the services required.
On this project there will be no overtime premium for weekday work and no minimum charge per
trip.
Materials Tesline
Earthwork: Compaction testing during subgrade preparation, fill placement and backfill
placement in new structure and exterior concrete areas, and sub-slab aggregate base where
required. Includes geotechnical special inspections where required.
Unit Rates Amount
25 Hours
$
68.00 $
10
Trips
20.00
2
Standard Proctors
155.00
1
ABC Sieve and P.I.
320.00
1,700.00
200.00
310.00
320.00
Subtotal $ 2,530.00
Concrete: Sampling and compressive strength testing of concrete based on an assumed minimum
testing firequency of one set of 4 cylinders per 100 or less c.y. and at least one set per day’s
placement (assume 17 sets). The project specifications state conflicting testing frequency.
Unit Rates Amount
40 Hours
$
68.00 $ 2,720.00
12 Trips
20.00
240.00
68 Cylinders
25.00
L700.00
Subtotal $ 4,660.00
Alta Environmental & Infrastructure
2105 S. Hardy Drive, Suite 13, Tempe, Arizona 85282
Phone 480-9214100 / Fax 480-921-4081
Exhibit C.1, 2026-048-COS-A1, Page 6 of 55
Page 2 / RAMM Proposal No. 254290-1 (Revised May 4,2026)
Brown Avenue Parking Garage - Scottsdale, Arizona
Masonry: Compressive strength testing of grout based on an assumed minimum testing frequency
of one set of grout per 5,000 sq. ft. or less of masonry construction (estimate 8 sets grout).
Unit Rates Amount
20 Hours
$
68.00 $
1,360.00
8 Trips
20.00
160.00
40 Specimens - Grout
25.00
1.000.00
Subtotal $ 2.520.00
MATERIALS TESTING TOTAL:
$ 9,710.00
Special Inspections:
Provide special inspections in accordance with the project plans and specifications, and with the
IBC / ICC. Special inspections provided by this firm will be billed at $ 115.00 per hour and $20.00
per trip and will be conducted by certified inspectors. We will bill only for the time required to
complete the inspections.
Concrete Construction / Reinforcing Steel (8 additional trips, 19 hours)................ $2,345.00
Masonry Construction / Reinforcing Steel (6 additional trips, 20 hours)................ $2,420.00
Structural Steel / Welding (6 trips, 25 hours).........................................................$2,995.00
Expansion / Epoxy Anchors (6 trips, 20 hours)......................................................$2,420.00
Soils / Foundations................................................................. Included in Materials Testing
SPECIAL INSPECTION TOTAL:
$ 10,180.00
MATERIALS TESTING & SPECIAL INSPECTION TOTAL:
$ 19,890.00
Fee includes reports for all inspections, test results, transportation, clerical and postage. We look
forward to working with you on this project.
Respectfully submitted,
Alta Enyiioomental & Infi'astructure
David A. Thomas, P.E.
Senior Project Manager
/dat
Alta Environmental & Inrrastruclurc
2105 S. Hardy Drive, Suite 13, Ttmpe, Arizona 85282
Phone 480-921-8100 / Fax 480-921-4081
Exhibit C.1, 2026-048-COS-A1, Page 7 of 55
forecast Outcome
PROJECT: Brown Ave Parking Structure
BID ABSTRAaS FOR: Final Oean
Sub-Contractor
Contact
Email
Phone
Base Bid
CHASSE
CH/\:
0E
riVi /
' I i . •/-;
Sav
BID FORECASTED COST:
Posset Wash Garage Floor - Total 4 Lesrel
5S,334
Street Svseep Cleaning
4,800
CLARIFICATIONS EXHIBIT;
GMP2 includes final dean to power wash total 4 level of garage
flooL
Bid Forecasted Cost Total:
S
58,134 S
$
i
i
Tout Budget: Base Bid * Bid Forecasted Costs
L
$58,134|
T
I
Exhibit C.1, 2026-048-COS-A1, Page 8 of 55
forecast Outcome
PROJECT; Brown Ave Parking Structure
BID ABSTRACTS FOR: Survey
CH/\SSE
m
IMk;'
Sub-Contractor
Contact
Benchmark
Bj Bautista
Lemme Associates
Email auUitagar^gnchmar^
Phone 480-861-0011
Cori Dennett
cofi@lenmrie-€ng.com
(602) 841-6904
BID FORECASTED COST:
Street Light Pole Staking
Offsite Repair 1st Street & Brown Ave
1,400
4,200
1,800
5,400
Pole Hole/ Locating Service
1,400
1,800
Re-staking
2,800
3,600
Uncferground - Plumbing/ Sewer
1,400
1,800
FINAL Alta Survey
1,400
1,800
Quali lY Assurance
15,600
18,000
CLARIFICATIONS EXHIBIT:
GMP2 includes utility locating services and survey work
required by the City tor tv/o (2) street light poles
GMP2 Includes underground utility surveying for the
conversion of overhead electrical lines to underground service,
Bid Forecasted Cost Total GMP2:
$
28,200 $
34,200
$
t
$
Total Budget Base Bid GMP2 + Bid Forecasted Costs L
$28,2001
$34,200|
I
I
Exhibit C.1, 2026-048-COS>A1, Page 9 of 55
May 4,2026
Lawrence Chan
Chasse Building Team
Re: Brown Avenue Parking Garage
..................................................................................................................................................... .................................................................................................................................■■................
As requested, I am pleased to provide a proposal for construction staking services on the
above referenced project I have prepared this proposal from the 75% CD. l have included
the following to be considereii as an express pert phpdr agreement:
Attachment "A" ^S^pe oh^Seivices/Ree SjchpiJul^Ass^ptjori^ Exclusions.
• iv-'
. .
We look forward;tQdur \yorking relatiDn$hip witltypu amd^pqr company, if you
have any questions or cpncems, ple^ase feei free to call me at: your convenience at
480-861-0011 or email me at bbautista@azbenchmark.com.
Sincerely,
'{\
V,
Bj Bautista, R.L.S.
Benchmark Surveying & Consulting, LLC
Benchmark Swyeying & Consulting • 105 N Pasadena Street • Gilbert AZ 85233
/
Exhibit C.1,2026-048-COS-A1, Page 10 of 55
CONSTRUaiON STAKING SCOPE & FEE SCHEDULE FOR:
BROWN AVENUE PARKING GARAGE
1
Calibration and Control
• Calibrate site horizontally and vertically arid produce horizontal control
sheet for staking project. Establish additional onsite control for use
during project.
$1,000
2
Office Calculations
•
Provide control calculations needed to layout the project.
•
QA/QC field data to ensure quality of work.
$1,800
3
Limits/Removals
•
Stake property line or construction limits at 100' Intervals.
•
Stake offsite curb removals.
$350
4
Rough Grade
• Stake rough grade for curb, detached sidewalk, hardscape and building
pad. Stakes will be set at 50' intervals plus key points.
$700
5
Water/Fire
• Stake alignment with a single offset at 50' intervals for water main and
grade to finish grade.
$175
6
Building Control
•
Stake main grid lines with a double offset on main corners for first floor
only.
•
Set finish floor blue top.
•
Bluetop garage ramp.
•
Elevate one nut per column.
•
Staking Is for foundation floor only.
$2,500
7
Curb/Detached Sidewalk/Hardscape
•
Stake alignment and grade at 25-35' Intervals.
•
Stake alignment and grade at grade breaks, angle points and point of
curvature,
$900
8
Asbuilts
•
Provide civil as-built data per city requirements only. Including retention
basin volume and pad cert.
•
As-builts do not include a Record of Survey and ALTA Surveys, setting of
property pins if required. Such services shall be completed via a change
order or on a T&M basis.
•
As-builts do not include any Civil Engineer's Certifications, substantial
completion letters, etc.
$1,500
TOTAL FEE, ABOVE SERVICES*
$8,925.00
This is for information only. The project will be billed at a lump sum fee.
V
Exhibit C.1, 2026-048-COS-A1, Page 11 of 55
Assumptions/Exclusions
1.
Please review this proposal carefully, as we have attempted to provide a complete Scope of
Services for your project. Any items requested to be staked during the course of construction,
but not listed In the Scope of Services, will be considered non-contract additional services.
Additional and re-staking services will be Invoiced at the rates quoted on the Hourly and
Reimbursable Fee Schedule.
2.
Any questions regarding the accuracy of construction staking will not be considered unless the
Surveyor's reference points and stakes are preserved intact In their original and undisturbed
state. The survey director/field supervisor must be notified immediately if any inaccuracy of
construction is suspected.
3.
A minimum 48-hour working day notice may be required for scheduling work.
4.
Contract staking, additional staking and re-staking services shall be performed on an "upon
request" basis and must be approved by the General Contractor or Owner prior to their request.
5.
All staking shall be performed one time only under the Fee Schedule, unless otherwise noted.
6.
The Surveyor shall coordinate directly with the General Contractor to determine offset distances
and lath markings, or if unavailable, the surveyor will use industry standards. The Surveyor shall
provide cut sheets to the General Contractor upon request.
7.
The Surveyor shall obtain as-builts as soon as possible after construction and maintain a
continuous file of as-builts, until project completion.
8.
This proposal Is based on receiving digital data, i.e., CAD files from the Engineer of Record,
including PDF or a hard copy of the approved stamped plans.
9.
The General Contractor and his subcontractors shall maintain, and use sets of approved plans at
the project site and verify to the best of their ability the accuracy all stakes prior to construction.
The General Contractor and his subcontractors shall not be liable for the accuracy of the
Surveyor's stakes unless disturbed prior to construction.
10.
Any changes in, additions to or deletions from the Project within its general scope made by the
General Contractor will not result in a fee adjustment except by mutual agreement of the
General Contractor and Surveyor.
11.
This bid is for construction staking services only. The horizontal control portion of the services
does not include setting property corners unless Benchmark Surveying & Consulting is the
original Surveyor of Record for the property, prior to the construction phase.
12.
This scope and fee proposal does not include Engineer's Certifications, Substantial Completion
letters, filing of "Approval of Construction" (AOC), for water & sewer, etc. This task is not in the
purview of a Land Sun^eyor, but rather the Engineer of Record with no exceptions.
13.
All ALTA Surveys, Topo Maps, Legal Descriptions, Record of Surveys, setting of property pins is
exciuded in its entirety.
CLIENT;
Name _
Exhibit C.1, 2026-048-COS-A1, Page 12 of 55
LEMME ASSOCIATES AZ_________
PROPOSAL FOR PROFESSIONAL SERVICES
PROPERTY OWNER;
Name _____________
Mailing Address
Phone;.
Email;_
Cell;
Address
Phone;.
Email;_
Cell;
PROPERTY LOCATION: Assessor's Parcel No.
7234£ASX2'yLSI
SCOTTSDALE. AZ
Sec
T.
R.
EIAZ DCA
DESCRIPTION OF PROJECT:
BROWN AVENUE PARKING GARAGE
DESCRIPTION OF PROPOSED SERVICES:
n SURVEY
□ Elevation Cert. (FEMA)
□ Boundary Survey
□ Topo Survey - Locate Features
□ Topo Survey - For Design
□ ALTA
□ Map Recording Process
□ _________
□ _________
fy] CONSTRUCTION STAKING
SITE WORK AND GRADING
□ ROUGH grade site including retention basins
□ FINISH grade site including retention basins
Pi^KING LOT/ROADWAY__________________
□ Rough Subgrade
50' foot grid
□ Bluetop Subgrade
50' foot grid
□ Bluetop ABC at
25' foot grid/stations
□ Curb and Gutters. Islands, Trash Enclosures
UTILITIES
BUILDING_____________________________
□
Pad, Main Corners, Grade
□
Building Finish Floor/Pad Certification
MISCELLANEOUS
50' 'Stations
25' 'Stations
□ Storm sewer staking and control
□ San. sewer staking and control ____
□ Water line staking and control 50' 'Stations
□ Drywell and catch basin locations
□ Light pedestals located and graded
^ ADDITIONAL SCOPE OR COMMENTS
□□□□□□
□□□
Calculations / Office Support
As-Builts (Under Ground Musi Be Open Trenchl)
New curb and gutter (off site)
Wall Location, Trash Enclosures, Walks
Gridlines - First Floor
Gridlines - Upper Floors Add / floor
Utilities, build grid, curb, sidewalk, etc...
S Modification to approved plans for As-Builts is at Time and Material Rate.
^ Endorsements to insurance certificates, requested by client, that carry fees will be additional to the contract
^ Need Civil AutoCAD File, PDF of City Approved Plan Set & Suivey Control Plan with Coordinate Data______
□ ________________________________
NOTE: 1) Contract Charges and all Outstanding Change Orders. Extra Billing And Reimbursable Expenses must
be paid prior to receipt of “As-Bullf' Drawings.
2) BID ITEMS INCLUDE: ONE set of stakes per structure or activity, providing line and grade, defined as an offset to
centerline or edge of structure and reference benchmark elevation.
3) This bid may be subject to change, contingent upon review comments, if any.
FEES FOR SERVICES: DTOTAL LUMP SUM BID: ElTIME AND MATERIAL: ^ITEMIZED ABOVE
Total Contract $18,000 NTE
Initial
Lemme Associates AZ
8607 N. 59“’ Avenue, B4, Glendale AZ 85302
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Phone:602 841-6904
March 3, 2026, Page 1 of 2
Exhibit C.1, 2026-048-COS-A1, Page 13 of 55
CLIENT AND CONSULTANT AGREE AS FOLLOWS:
Client agrees to engage Consultant according to the terms of this agreement ("the Agreement").
1. Scope: Consultant agrees to perform the services set forth on sheet 1 Incorporated herein by this reference
^Services"),
2.
Compensation: Client agrees to compensate Consultant for its Services as noted hereon OR according to the
schedule of payments If attached hereto as Exhibjt "B" and incorporated herein by this reference (''Schedule").
Consultant reserves the rijght to increase the fees set forth in Exhibit "A" at reasonable intervals. Endorsements to
insurance certificates or additional coverage, requested by client, that carry fees will be additional to the
contract.
3.
Documentation: Client agrees to provide Consultant with any and all documents necessary to identify the
ownership, location and condition of the Property, including, but not limited to, deeds, maps, title information, and
permits; and to obtain for Consultant the authorization of the owner to enter upon the Property for the purpose of
conducting Consultant's Services thereon.
4. Limitation of Liability: In recognition of the relative risks and benefits of the Project to both the Client and the
Consultant, the risks have been allocated such that the Client agrees, to the fullest extent permitted by law, to limit the
liability of the Consultant and Consultants officers, employees, owners and subconsultants for any and all claims,
losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorneys'
fees and costs and expert-witness fees and costs, so that the total aggregate liability of the Consultant and Consultants
officers, directors, partners, employees, shareholders, owners and subconsultants shall not exceed the Consultant's
total fee for services rendered on this Project. It is intended that this limitation apply to any and all liability or cause of
action however alleged or arising, unless otherwise prohibited by law.
5.
Estimate Is valid for 30 days. Revisions to the bid set prior to 30 days may also affect bid cost.
6. Payment by credit card Is available upon request, there Is an additional 4% processing fee.
SCHEDULE OF FEES
FOR TIME AND MATERIAL SERVICES
PRINCIPAL
REGISTERED PROFESSIONAL ENGINEER/SURVEYOR
INSPECTION & CONSTRUCTION MANAGEMENT
EXPERT WITNESS
CAD DRAFTING
CLERICAL / OFFICE SUPPORT
DESIGN PROFESSIONAL
FIELD SURVEY PARTY AND EQUIPMENT - SURVEY CREW 2 MAN
$275.00 PER HOUR
$275.00 PER HOUR
$225.00 PER HOUR
$275.00 PER HOUR
$100.00 PER HOUR
$100.00 PER HOUR
$225.00 PER HOUR
$225.00 PER HOUR
OTHER COSTS
MAP RECORDING PROCESS
FEES REQUIRED BY GOVERNMENT AUTHORITIES TO BE PAID BY CLIENT
EXPEDITED SERVICES WILL BE BILLED 1.S TIMES THE CONTRACT RATES
(Lemme Associates always strives to provide our products/seryices in the most timely manner. Therefore, Expedited
Service may require overtime for employees involved in the project. Expedited Service applies only to work performed
by Lemme Assoc/a/es and does not Include any expedited Municipal Review)
IN WITNESS WHEREOF, the parlies hereby execute this Agreement upon the terms and conditions stated above
and on the date first above written.
CONSULTANT:
CLIENT;
By: MARKSIDLRR
RLS 28232
By;
Title PRESIDENT
Date: 03/03/2026
suivey@lenime-eng.coni, maicus@leninie-eng.com
Printed Name:,
Date: ______
Lemme /Vssociales AZ
8607 N. 59“' Avenue, B4, Glendale AZ 85302
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Phone:602 841-6904
March 3, 2026, Page 2 of 2
Exhibit C.1, 2026-048-COS-A1, Page 14 of 55
Foiecast Outcome
PROJECT: Brown Ave Parking Structure
BID ABSTRACTS FOR: Precast
rmm
Sub-Contractor
Contact
Email
Phone
Base Bid
Coreslab
Ryan Mohn
rmohn@cofeslab.com
$4,243,660
CH/\SSE
CHJ/M YM.: 'H.*.*;
602-679-1553
Fabricate, Delivef, and Erect
Included
10DT24
Included
ELL Beams
Included
SJIT Beams
Included
InL / Ext Columns
Included
10' Horiz. Shear svall
Included
Grade Spandrels
Included
to-Vert Shear VJall
Included
8" HoriLWall
Included
8- Vert Wall
Included
LB Spandrel
Included
NLB Spandrel
Included
Faux Columns
Included
Anchored Into the Top of the Existing C.I.P. Retaining Walls
Included
FL1 - Formliner Wood Plank Horizcxital Arch Polyrrrefs Cedar Staki
Included
FL2 - Formliner Wood Plank Vertical Arch Potymers Staggered
Included
Inlergal Color
199,770
MISCELLANEOUS:
Dismantle and Re-Erect Crane from 1st to 2nd Street
35,000
Textura Fee
5,430
Performance and Payment Bond
Add $29,050,
BID FORECASTED COST:
Anchor Bolt for Roof Level Light Pole
2,7S0
Night Shift Ught Tower
10,000
Bid Forecasted Cost Total GMP2:
$
252,9S0 $
$
s
$
Total GMP2 Budget: Base Bid r Bid Forecasted Costs
r
$4,496.6101
I
J
Lawrence Chan
Exhibit C.1, 2026-048-COS-A1, Page 15 of 55
From:
Sent:
To:
Cc:
Subject:
Ryan Mohn <rmohn@coreslab,com>
Wednesday, April 22, 2026 2:19 PM
Adam Johnson
Richard Ballou II; Eric Loeffler; Tracy Schmuker; Mike O'Neil; Lawrence Chan
RE: Brown Ave Garage - Council GMP1 Approval
CAUTION: This email originated from outside the organization. Do not click links or open attachments
unless you recognize the source of this email and know the content is safe. CHASSE teammates will
never be asked to purchase gift cards, change payroll information, share social security numbers, etc. via
email.
Hello Adam,
Thank you for the call about the night time erect, no need for the daytime erect costs.
I have put together the cost to include integral color mix which will be in the brown tones. The dosage for the mix
cannot exceed 5%, if the color chosen does exceed the 5% we will have to revisit cost. We typically have not seen
the dosage for brown colors to exceed 5% unless it is very dark or a black/charcoal color. Please carry an add
of......................$199,770.00
Thank you,
Ryan Mohn
Project Consultant
CORESIAB.
STRUCTURES
(ARtZ) INC.
P. O. Box 18150
Phoenix, AZ 85005
0:602-237-3875 Ext. 378 | C: 602-679-1553 | F: 602-237-3459
rmohn@coreslab.com | coreslab.com
L'’t.r.’".::"'J
Building A Concrete Future (S)
O®
Conridentiality Notice: This email Is privileged and/or confidential, and the sender docs not waive any related rights or obligations. Any distribution, use, or copying
of this email or the Information It contains by anyone other than an Intended recipient is unauthorized. If you received this email In error, please advise the sender
by return email immediately and destroy all copies of the message.
1
3m
■LAB.
SraUdURES
(AltIZjINC
Exhibit C.1, 2026-048-COS-A1, Page 16 of 55
BROWN AVE PARKING GARAGE
PRECAST BILLING PROJECTION
Description of Work
Scheduled
Value
Mar-26
Apr-26
May-26
Jun-26
Jul-26
Aug-26
Sep-26
Oct-26
Total
Previously Contracted
1 City Submittal
$
165,000
S 41,250
$
41,250
S
165,000
Remaining Contract Value
1
2
3
4
5
6
7
8
9
Remaining DnD
Advance Material
Plant Mobilization
Fabrication
Hauling
Erection
$
$
$
s
$
$
242,000
750,000
75,000
3,126,160
235,800
561,100
$
4,990,060
$
750,000
S
80,700
$
80,700
S
80,600
$
75,000
$ 1,042,060
$ 1,042,060
$ 1,042,040
S 117,900
$ 280,550
$
117.900
$
280.550
$
S
$
s
$
s
$
791,250
$
41.250
$
80,700
s
80,700
$ 1,197,660
$ 1,042,060
$ 1,440,490 i 398,450
242,000
750,000
75,000
3,126,160
235,800
561,100
$
4,990,060
GC NOTE: CORESLAB WILL INVOICE PER THE PROJECTION UNTIL FABRICATION BEGINS. AT WHICH TIME VJE WILL INVOICE BASED ON PERCENTAGE
COMPLETE IN EACH CATEGORY
10
Additional costs If required
11 Textura Fee
12 Bond
S
5.430
$
29,050
13
Total Contract Value $5,155,060.00
3/3/2026
iariz)inc.
Exhibit C.1, 2026-048-COS-A1, Page 17 of 55
February 26, 2026
Mr. Eric Loeffler
CHASSE Building Team
230 S. Siesta Lane
Tempe, AZ 85288
Project:
2"‘‘ Street and Brown Ave. Parking Garage Expansion
Re:
Precast Concrete Price
Gentlemen:
Coreslab Structures (ARIZ) Inc. proposes to fabricate, deliver, and erect the following items
for the lump sum amount(s) listed.
BUDGET PRICE: Fabricate, Deliver, Erect..........................................$5,155,060.00
TEXTURA FEE: (If required).................................................................add $5,430.00
PERFORMANCE AND PAYMENT BOND (If required).................. add $29,050.00
(If required, bond will be provided on a standard AIA forin)
PRECAST PRODUCT
10DT24
ELL Beams
SJIT Beams
Int. / Ext. Columns
10” Horiz. Shear wall
Grade Spandrels
10” Vert Shear Wall
8” Horiz. Wall
8” Vert. Wall
LB Spandrel
NLB Spandrel
Faux Columns
PRECAST SCHEDULE
Notice to Proceed (City Submittal Only)................ 12-04-24
Design Development...............................................Complete
Shop Drawings & Calcs......................................... 4-30-26 City Submittal
Advance Materials.................................................3/13/26
City Submittal Approvals....................................... 6/30/26
Mold Set Up...........................................................7/20/26 - 7/24/26
Fabrication..............................................................7/27/26 - 9/14/26
Field Prep Work..................................................... 8/24/26 - 9/14/26
Erection (30 Days)................................................. 9/14/26 — 10/26/26
MAILING: P.O. BOX 18150 • PHOENIX, ARIZONA 85005
5026 SOUTH 43RD AVENUE • PHOENIX, ARIZONA 85041 • (602) 237-387 5 • (602) 237-3459
ARIZONA • ARKANSAS • CALIFORNIA • CONNECTICUT • FLORIDA • GEORGIA • INDIANA
KANSAS • MISSOURI • NEBRASKA • NEW MEXICO • OKLAHOMA • ONTARIO • SOUTH CAROLINA • TEXAS
i
2"^ Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26,2026
Note; In order for Coreslab to commit to the above precast delivery schedules, it is
imperative that the Contractor meet the milestone dates indicated. Should for any
reason, these dates not hold, there will be cost and schedule impacts to the job. If
durations only are given above, they are for planning purposes only. Specific project
schedule by mutual agreement.
Production Availability: Seller notes that as of this proposal date we have the capacity
to provide product in accordance with the dates shown above. Available casting space
is filled on a firct come first served basis and cannot be held or booked until there is an
executed contract in place.
CLARIFICATIONS
1. This proposal is based on 100% DD drawings prepared by DFDG Architecture
dated 2/4/26. Any duplication of the drawings and/or sketches and clarifications
in whole or part for use pn any other project or for the completion of this project
by others is strictly prohibited without the written permission of Coreslab
Structures (ARIZI Inc.
2. The precast shear walls as indicated on the structural drawing provided by
DFDG, will be anchored into the top of the existing G.I.P, retaining walls to
transfer the diaphragm loads to the foundations. The C.I.P. walls may need to be
thickened and reinforced down to the spread footings as needed to resist the
added loads to be done by others. PK Associates to determine the structural
capacity of the existing CIP retaining walls.
3. The precast is indented at the existing stair and elevator shafts, no precast shafts
are included. All other walls including Stairs, elevators, electrical, mechanical
and bathroom walls are by Chasse. Prior to the erection of the precast
components the existing restroom may require demolition of the roof and or
parapet and replaced by Chasse due to headroom clearance.
4. Chasse to expose all embeds on the precast columns and CIP walls for the new
precast components to connect to existing. This includes removal of other
materials including CIP pilasters, light poles, canopy system etc. The CIP walls
will need drilled and epoxy connections and dowels for the precast shear walls
to connect to, located and installed by Coreslab. This is the field prep work
within the precast schedule for 3 weeks before we start erecting precast.
5. Chasse to expose the deck connections of the existing NLB closure spandrel so
Coreslab can cut, remove, and demolish the spandrel.
6. The second level has a height requirement of 15’-0” clear for the trucks to drive
through the garage. The precast system wjll use flat slabs and shallow exterior
spandrels in the center narrow bay for the clear height.
7. The proposal includes LB and NLB spandrels with top of spandrel being 3’-10
1/2” above the topping slab. A handrail system will not be required on top of the
typical parking level spandrels. If the top of spandrels are not at 3’-10 1/2” above
Exhibit C.1, 2026.048.COS-A1, Page 18 of 55
2
2'*' Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26,2026
the topping slab a handrail will be supplied and installed by others, in certain
areas.
8. The proposal includes a wood board form liner in the exterior walls and spandrels
as shown in the 100% DD drawings prepared by DFDG Architecture dated
2/4/26. The precast concrete is to be structural gray concrete ready to accept
paint/stain by Chasse. There is no formliner within any precast columns.
There will be no thin set brick cast in the precast, any and all brick must be
supplied and post applied by others.
9. Any overhead powerlines must be de-energized and moved to allow for the crane
to operate safely and efficiently.
10. Any existing art on site must be removed prior to the start of erection of the
precast. Coreslab will need lift access around the perimeter of the structure to
make connections. If the art is unable to be temporarily moved it must be
protected in place by others. Other methods of accessing the garage to make
connections over the art i.e. scaffolding will be supplied by Chasse.
11. The proposal includes incorporating roof level light pole anchor bolts and
conduit. Coreslab to coordinate with the electrical sub-contractor for
locations/specs of anchor bolts and conduit (provided by electrical sub
contractor).
12. A complete special site survey and or as built of the structure to be by Chasse.
13. Critical Drainage Note: In order to maintain headroom clearances on all levels
the drainage slope must occur on all levels and match.the existing slopes.
14. Minimizing the disruption to the adjacent businesses Coreslab recommends
erecting the structure during a nightshift. Note, crane will need to be located in
the streets on the North (!*' St.) and South (2"'* St.) which would require street
closures during operation (3 week duration on north and 3 week duration on
south). We will utilize “Just-in-time” truck deliveries for the erection of the
precast components.
15. During the construction of the double tee units, Coreslab shall implement a
controlled access zone in accordance with OSHA requirements for fall
protection. During this time, the entire deck will be a "Controlled Access Zone"
and no other activity allowed. Infringement and stockpiling of materials or
equipment will not be allowed in this zone, until all of Coreslab's work is
completed and the deck released to the General Contractor.
16. Fall Protection Plan - 100% tie off will be used by all field employees when
working within 6' of an unprotected edge, outside of the controlled access zone,
and where the fall distance is 6' or greater to the lower level except for the
following. Unloading Precast Products Delivered to the Jobsite -
Conventional fall protection is infeasible and creates a greater hazard when
accessing precast products delivered on trailers. Therefore, Coreslab will only
allow trained employees to access the product on the trailer for the time necessary
to complete the rigging activities. This plan establishes that employees are to
Exhibit C.1, 2026-048-COS-A1, Page 19 of 55
3
2"^ Street and Brown Ave Parking Garage Expansion - Budget Proposal
Febniary 26,2026
access the precast product only for the time necessary to attach or detach rigging
and position dunnage, no other activity is allowed or pennitted. Employees who
access the trailers will not be tied off while performing these tasks.
17. This proposal is based on Coreslab standard framing details.
18. This proposal is valid until 3/31/26.
PRODUCT FINISHES
This budget assumes a COMMERCIAL GRADE finish for the precast concrete on
all interior surfaces. A COMMERCIAL GRADE finish defined as an "as cast"
finish. The surface will contain air holes ("bug holes") and water marks and there
may be some minor chips and spalls. There may be some scaling and/or scouring.
There may be patches and streaks of color variation within the surface, and the
overall color tone may vary between pieces. There may be form marks due to joints,
dents or holes in a steel form, or knots and grain from a wooden form. Large fins
from joint bleeding removed, but small fms may remain. Only "honeycombed"
and/or badly spalled areas will be repaired or finished. Maximum allowable form
joint offset is 3/16 inch [5 mm]. Hairline (less than 0.006 inches [0.15 mmj) cracks
due to drying shrinkage will not be filled.
Double Tees:
A steel form finish on underside.
Spandrels and Walls: Exterior finish is smooth form finish to accept paint or stain.
Interior finish is light broom for spandrels and steel trowel for
walls.
Concrete Materials:
Portland Cement:
Type II
Sand:
Salt River
Coarse Aggregate:
Salt River
INCLUSIONS
1. Embeds and dowels for the cast-in-place walls and precast components to which
the precast panels are connected. Field located, drilled and epoxy anchors.
2. Column anchor bolts welded to existing column cap plates.
3. All miscellaneous steel items embedded in the members and used for fastening
the members together.
4. Welding of all precast elements to each other.
5. All exposed lift points to be concealed by industry standard swift-lift covers.
6. Bearing pads for precast products.
7. Structural grouting or drypacking of column bases and horizontal wall joints.
Exhibit e.1, 2026-048-COS-A1, Page 20 of 55
4
2"^ Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26,2026
8. One move into the job for the erection of all members with a conventional crane
has been included in this proposal. Additional move-ins that are attributable to
the Contractor will be charged at $45,000 for each occurrence.
9. Coreslab Structures (ARIZ) Inc. warrants the precast/prestressed concrete work
for one year from the date of substantial completion.
10. Transportation of products to the jobsite in a clean final condition and installation
of precast products during night time hours, Monday through Friday.
OPENINGS
Openings not shown on drawings and 12” or larger will be individually priced and
charged to the General Contractor. Openings less than 12” need to be field cut/cored
by the trade requiring them. Coreslab engineering must approve field cut/cored
openings.
EXCLUSIONS
1. Any precast items not listed above
2. All anchors, hardware, reinforcing steel, hangers, steel header angles, anchor
bolts and/or shoring required by Contractor and/or Engineer's design requirement
and not shown within Coreslab development drawings.
3. Miscellaneous material for other portions of construction
4. Structural or miscellaneous steel of any kind (other than that included above)
5. Cast in items for other trades
6. All cast-in-place concrete and pour strips
7. Caulking, sealants, or waterproofing
8. Street cleaning or track out of any kind
9. Dust control, specifically water truck and/or driver
10. Painting or staining of any precast concrete
11. Openings (other than included above)
12. Retrafitting of designated CIP foundation and Cl P retaining walls as ‘new’ shear
wall locations.
13. Painting or galvanizing of any steel enibedments. Any stainless steel.
14. Fireproofing
15. Firevvatch, no specific firewatch personnel is included within this budget
16. Full time, onsite, designated safety monitor
17. Liquidated, actual and/or other damages of any kind
18. Cost of performance or materials payment bonds
19. Peririits of any kind: street, building etc. (except our own truck and crane
movement permits)
20. Traffic control at/or near the jobsite, lane closure, securing of site
21. Any delivery equipment safety spotters; Haul/transportation drivers are
responsible for safely moving their loads from the staging area to the crane pick
location.
22. Truck/trailer staging area
Exhibit C.1, 2026-048-COS-A1, Page 21 of 55
5
2"^ Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26, 2026
23. Cost of plant and/or field inspection and testing (Coreslab is a PCI Certified Plant
and PCI Qualified Erector), Any inspection or testing beyond PCI
recommendations, specifically oiitside/third party or materials source inspection.
24. Repairing or cleaning Coreslab products damaged by others
25. Joint treatment required to receive topping application
26. Field cut openings
27. Treatment of underside of joints between slabs
28. FAA study or FAA crane operational permit
29. Establishment of building control lines
30. Labor and equipment premiums associated with other than night time working
hours.
31. Composite clean-up crew
32. Protection of work; Risk of loss or damage of the precast members passes to the
Owner and or Contractor once the members are attached to the structuro unless
such loss and/or damage is caused by acts or omissions of this subcontractor.
33. Sales tax
GENERAL CONTRACTOR PROVIDED ITEMS
1. Controlling Dust and Respirable Crystalline Silica
The General Contractor shall be responsible for controlling dust (which may
include respirable crystalline silica) on the project regardless of its source(s)
including, but not limited to, windblown onto the site, generated by truck and
equipment travel regardless of who is operating the truck or equipment or
generated by other parties. Coreslab Structures shall only be responsible for
control of dust generated by the performance of its work activities such as cutting,
sawing, drilling, grinding attaching, patching, or altering the precast.
Coreslab Structures shall have the right to stop work and restrict access to the
affected area(s) under the applicable OSHA standard if it can demonstrate,
through appropriate monitoring devices or other methods, that the dust being
generated is or is anticipated to be in excess of OSHA requirements related to
total dust or respirable crystalline silica.
Any civil penalties imposed by OSHA or other regulatory bodies against
Coreslab Structures due to non-compliance with the dust standards and due to no
fault of Coreslab Structures shall be the responsibility of the General Contractor.
2. Firm, level and clear all-weather access for delivery and erection equipment
under their own power. An unobstructed working strip 65 feet wide will be
required adjacent to the foundation and north and south side street access of the
building. Any power line closer than 10 feet to the operating radius of the crane
required for erection shall either be moved or the power shut off. Any ramp
required for access of delivery and/or erection equipment will be an 8% or less
slope and of sufficient width to safely operate all equipment. Coreslab Erection
Department will approve all site conditions prior to authorizing the start of any
field operations.
3. Traffic control if required during delivery and/or erection at/or near the jobsite.
Exhibit C.l, 2026'048-COS-A1, Page 22 of 55
6
2"“* Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26,2026
4. Building control lines, corner points, and gridlines to be provided by the
Contractor. If a gridline exceeds 250’ in length. Contractor to provide
intermediate control lines. Column centerlines and control lines marked on top
Of the foundation. Top of the foundationmust be clean of dirt and debris.
5. Clean, level bearing surfaces free from all water, mud, and other obstructions at
the proper elevation to receive Coreslab components. Where bottom of precast
members occur below grade, excavations must provide a minimum of 2’ clear to
any anchor bolt or welded connection.
6. Coreslab will assist in the coordination of foundation embedments and will
inspect their placement, after cast and prior to precast erection. Any out of
tolerance embeds will be brought to your attention for correction.
7. Unobstructed lane access.
8. All safety barriers, opening covers or any other safety measures required by
OSHA or other safety regulatoi-y agency.
9. Adequate protection of curbs, sidewalks, or asphalt to prevent damage caused by
Coreslab’s heavy trucks and crane.
10. Prep & exposure of existing precast members for ‘new’ connections.
11. Retrofitting of any existing foundation/retaining walls.
DRAFTING, DESIGN AND APPROVALS
This proposal is based on Coreslab’s standard design, manufacturing, and installation
criteria. Coreslab will provide member design and shop drawings. Approved shop
drawings shall constitute the extent and scope of work required by Coreslab under
this Agreement. Coreslab will not manufacture any product until approved shop
drawings have been received.
QUALITY ASSURANCE
All of the precast/prestressed concrete in this proposal shall be fabricated in
accordance with PCI MNL-116.
FALL PROTECTION PLAN
100% tie off on the structure will be used by all field employees when working wjthin
6' of an unprotected edge, outside of the controlled access zone, and where the fall
distance is 6' Or greater to the lower level.
Unloading Precast Products Delivered to the Jobsite
Conventional fall protection is infeasible and creates a greater hazard when
accessing precast products delivered on trailers. Thei'efore, Coreslab will
only allow trained employees to access the product on the trailer for the time
necessary to complete the rigging activities. This plan establishes that
employees are to access the precast product only for the time necessary to
attach or detach rigging and position dunnage, no other activity is allowed or
permitted. Employees who access the trailers will not be tied off while
peiforming these tasks.
Exhibit C.1, 2026-048-COS-A1. Page 23 of 55
7
2"^ Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26,2026
PAYMENT TERMS
Monthly progress payments required for drafting, design, mobilization, fabrication,
delivery, erection, and any other work performed during the preceding month.
Specifically included are pieces fabricated and stored in Coreslab’s yard.
Retention reduced to 5% upon 50% completion of our work. The final release of
retention is due within 30 days of the end of the project. For residential wrap precast
parking structures, the final release of retention is due within 30 days of substantial
completion of the precast structure portion, not the adjoining apartments.
Adherence to the terms and conditions of Arizona’s Prompt Payment Act required for
both monthly and final payments.
ADDITIONAL INSURED AND INDEMNITY PROVISIONS
Additional insured coverage is to be furnished by an insurance certificate.
Indemnification shall be limited to the extent of bodily injury and property damage
caused by the negligent acts or omissions of Coreslab Structures (ARIZ) Inc. or by
anyone employed directly or indirectly by them during the performance of their
work. In no event, shall Coreslab Structures be required to defend, indemnify, or
hold harmless any Indemnitee for any negligent acts or omissions of an Indemnitee.
If a subcontract is issued in lieu of signing this proposal letter, the contract indemnity
clause must read:
“To the fullest extent permitted by law. Coreslab Structures (ARIZ) Inc. shall
indemnify, defend and hold harmless the General Contractor, Owner,
Architect/Engineer, Architect’s Engineer’s consultants, and agents and
employees of any of them (hereinafter referred to as “Indemnitees”) from and
against claims, damages, losses and expenses, including but not limited to
attorney’s fees arising out of or resulting from the performance of the Work,
provided that such claim, damage, loss or expense is attributable to bodily injury,
sickness, disease or death, or to injur>' to or destruction of tangible property (other
than the Work itselO, but only to the extent caused by the negligent acts or
omissions of Coreslab Structures (ARIZ) Inc., anyone directly or indirectly
employed by Coreslab Structures (ARIZ) Inc., or anyone for whose acts Coreslab
Structures (ARIZ) Inc. may be liable, regardless of whether or not such claim,
damage, or expense is caused in part by an Indemnitee. In no event, however,
shall Coreslab Structures (ARIZ) Inc. be required to defend, indemnify, or hold
harmless any Indemnitee for any negligent acts or omission of an Indemnitee.”
NOTE: This is the only language we will accept regarding indemnification, in a
subcontract.
Exhibit C.1, 2026-048-COS-A1, Page 24 of 55
$
2"“* Street and Brown Ave Parking Garage Expansion - Budget Proposal
Febniary 26,2026
CONTRACT TERMS
If the project Prime Contract is not available at time of bid or budget, Coreslab
requires the opportunity to address scope, schedule, and terms accordingly.
Final contract is subject to review and comments by Coreslab prior to signature.
No offset clauses will be accepted. This contract shall address this project only,
without reference or accountability to any other project(s).
Coreslab provided tools and equipment are the exclusive property of Coreslab.
If required. Coreslab’s Professional Liability insurance policy limit is $2,000,000 per
claim and $2,000,000 in the aggregate per year.
Any cancellation of contract for convenience shall entitle subcontractor to collect for
Plant Overhead (burden) and lost profit for the duration of time that project would
have been in Seller’s plant.
GENERAL CONTRACTOR TO CARRY "BUILDER'S RISK"
This proposal is based upon the General Contractor or Owner carrying full coverage
"Builder’s Risk" on the entire project to which this proposal applies, at ho expense to
Coreslab. The General Contractor will provide evidence of such coverage to
Coreslab prior to any product being delivered to the jobsite.
Coreslab agrees to hold the General Contractor harmless for property damage and
bodily injury which results from, arid which is limited to, acts of negligence on the
part of Coreslab, its employees, agents, and subcontractors. However, the General
Contractor agrees to take all necessary protective measures to prevent damage to
utilities, footings, foundation walls, curbs, sidewalks, driveways, and concrete or
asphalt paving and to release Coreslab from liability for such damage that occurs.
Every effort will be made by Coreslab crews to ayoid such damage.
REMEDIAL WORK
Coreslab using its own specialists and workers shall perform remedial jobsite work.
No backcharges will be accepted unless authorized in writing by a representative of
Coreslab. If so authorized, invoicing of complete charges must be received in its
office within 15 days of completion of the work.
UNFORESEEN DELAYS
Coreslab will not be liable for delays in the fabrication of delivery of materials as a
result of fire, labor difficulties, transit loss or damage, non-availability of supplies
from usual sources, acts of God, or, without limitation by the foregoing, any causes
beyond Coreslab’s reasonable control.
Exhibit C.1, 2026-048-COS-A1, Page 25 of 55
9
2’^ Street and Brown Ave Parking Garage Expansion - Budget Proposal
February 26, 2026
This subcontract shall not be assigned without tlie written consent of Coreslab. A formal
purchase order or contract submitted must stipulate: "Terms and conditions set forth in
Coreslab's proposal of Februaty 26, 2026." Coreslab reserves the right to reject any
subcontract tendered which is inconsistent with terms outlined herein.
We thank you for the opportunity of submitting this proposal.
Sincerely,
CORESLAB STRUCTURES (ARIZ) INC.
Ryan Mohn
Project Consultant
Exhibit C.1, 2026-048-COS-A1, Page 26 of 55
to
forecast Outcome
PROJECT: Brown Ave Parking Structure
BID ABSTRAaS FOR: Stone Veneer
CH/\SSE
Sub-Contra<tor
Contact
Re-Create
Rocky Boydston
Slone Ciafters
Tony lewis
Stonecold
Rem Maroney
Emali stontSfecfeateconioanieslewist^ctonecrafters.rocks
Phone
Base Bid
4B0-492-88SS
$230,02$
602-717-9991
$161,700
(623) 385-7111
$320,600
BRICK VENEER:
Sheet A301/A302
8R1 - Brkk Veneer Colorado Stone Adobe Brick - Saltillo
9S,000
110,000
Included -6,140 SF of
Fl^
6R2 - Brick Veneer Soldier Course Colorado Stone - Saltillo
Included
Included
Included
Columns
Included
48,384
Included - 655 LF ol
Corners
End Stone/Brkk Veneer at Inside Comers
Included
Induded
Included
flashinos Per Specs (047300 Spec)
GFRC:
Add Alternative $520,385
Add Alternative
$727,075
Add Alternative
$727,075
Sheet A301/A302
GRFC) Window Header (4lt tong)
Gf RC2 Window Sill (411 long)
Alternative Add - 15LF
Alternative Add-72LF
Alternative Add - 22LF
Alternative Add - 107LF
GFRC3 at Column - 5 & 7 & 8/A801
Alternative Add - 90EA
Alternative Add
6RFC4 Comice at Parapet - 1/A801
Ahemathre Add - 565 LF
Alternative Add - 6001F
Boom lift to Install GFRCs
Add Alternative $15,000
Add Alternative
$15,000
Add Alternative $15,000
GFRC Cornice at Parapet Support b. Clips System
Add Alternative $150,000
Add Alternative
$150,000
Add Alternative
$150,000
BID FORECASTED COST:
PEDESTRIAN PAVERS:
Repair/ New Concrete Pavers at Canopy Sidewalk Area after
Con^tfuclion MQOX of Tola! Bmwn Ave^
91.764
91.764
91.764
VEHICULAR PAVERS:
Sh«etC102
New Concrete Pavers Per MAG STD OET225 (Match Existing)
5,440
5,984
5,984
CLARIFICATIONS EXHIBIT:
GMP2 excludes GFRCs - window sill, column top 8r base.
comice and corbels Includes as Foam with EIFS.
VE's:
GFRCs ILO Stucco EIFS - ADO
685,385
692075
892,075
Bid Forecasted Cost Total:
$
192.204
$
256,132
$
97,748 $
$
Total Budget: Base Bid + Bid Forecasted Costs
$422,2291
$417,8321
$418,3481
I
Exhibit C.1, 2026-048-COS-A1, Page 27 of 55
Proposal/Sales Agreement
219 W Lone Cactus Rd
Phoenix, AZ 85027
P: 602-717-9991
ROC #310561
www.stonecrafters.rocks
Proposal Date:
Proposal number:
Authored by:
4/23/26
3
RD
Name;
Contact;
Phone;
E-mail;
Project:
Re:
Chasse Building Team
Lawrence Chan
323-350-7034
lchan(®chasse.us
Brown Avenue Parking
Revised Plans
Proposal:
Per plans dated:
Expiration Date:
Location:
Brick Veneer
A/9/26
S/23/26*
Scottsdale
If you provide a current 5005 form to StoneCrafters then sales tax will not apply to this proposal.
If you do not have a 5005 sales tax form then applicable sales tax based on current rates DURING TIME OF WORK will be applied.
1-6
Description - Per Highlighted Exhibits:
Coronado - Adobe Brick/Saltillo
Option: Return at windows
Option: CD! VE Caps & Corbels* (see attached Specs)
Galvanized fastners bid instead of frame
*
$157,500.00
$4,200.00
$155,000.00
*lf, during the performance of the contract, the price of the material increases,
or fuel surcharges are incurred, the price shall be adjusted
by an amount necessary to cover the price increase.
♦♦♦MATERIAL DEPOSIT IS 50% OF THE PROJECT TOTAL AND IS REQUIRED TO ORDER MATERIAL^*^
Following pavment(s) due as follows: Payments not received within 30 days of Invoice shall be entitled to interest on all
outstanding balances at the rate of 11/2% per month, commencing with the due date.
Price includes;
1. Over prepared substrate by others, plumb & square
2. Painted substrate will Incur additional expense
3. Coronado - Adobe Brick/Saltillo
4. Use of stucco contractor's scaffolding
Price excludes:
1. Substrate preparation
2. Waterproofing, Sealer, Caulking
3. Backer Rod
4. Sales Tax
5. StoneCrafters scaffolding
Grout joint
Drystack
Mortar color
1/2"
No
Grey
StoneCrafters IIC is not responsible for any color variations, and/or discrepancies which may occur In the manufacturing process.
Sample boards do not depict the percentage of color and/or shapes of stone.
All stone debris associated with this project to be thrown away by StoneCrafters employees Into a customer provided dumpster.
StoneCrafters LLC
Date
Builder
Date
Exhibit C.1, 2026-048-COS-A1, Page 28 of 55
Exhibit C.1, 2026-048-COS-A1, Page 29 of 55
Hii
RE-CREATE
COMPANIES
PROPOSAL
TO
Chassc Building Team
2400 W Broadwuy Rd
Mesa, AZ 85202
P: 480-425-7777
F: 480-425-7780
PROJECT
Brow-n Ave. Parking Garage
7234 E. 2nd St
Scottsdale, AZ8525I
DATE
5/18/2026
PROPOSAL #
24145
Description
Qiy
Rate
Total
Per 75% CD Set Dated 4.9.26
Brick Veneer
1
230,025.00
230,025.00
9350 sf
Using Coronado- Adobe Brick- Saltillo
♦♦Note- Alot of the details that are developing with the soldiering, projections and ubat looks to be
brick caps are lacking and not included. Also this is a manufatured thin brick there will be alot of
limitations and inabilty to achieve where the design is headed. I can be availible upon request to
join a design meeting and assist.
GFRC- Qty Below N ITi
GFRC- Cornice & Cop 1/A80I- 565 If
GFRC- Corbie- 1/A801- 90ea
GFRC- 2'4" Column Base - 2-4/A801- 76 lf(32ea)
GFRC- Capital- 7&8/A80I- 15 ea
GFRC- 2’ w- Column Recess Face - 6&7/A80I- 613 If
GFRC- SILL- 2/A702- 72 If
GFRC-L1NTEL-6/A70I- 15 If
♦♦NOTE- Penetrating all of the Structural Concrete w/ Drilled Anchors & Ties Is Not
Reccomended. Current Material for GFRC Allowance NTE $200k (alot of missing elevations and
details in question)
1
520,385.00
520,385.00
TOTAL
Proposal by; Rocky Boydston, Estimator. Email: rboydston@recreatecompanies.com
All proposals are valid for 30 days. ROC257825
CREATIVE MASONRY / PAVER CREATIONS / RE-CREATIONS CUSTOM-STONEWORKS
phone: 623.780.4771 fax: 623.780.46S5
2710 W Foothill Drive, Phoenix, AZ 85027
Exhibit C.1, 2026-048-COS-A1, Page 30 of 55
a
RE-CREATE
COMPANIES
PROPOSAL
TO
Cliasse Building Team
2400 W Broadw'ay Rd
Mesa, AZ 85202
P: 480-425-7777
F: 480-425-7780
PROJECT
Browm Ave. Parking Garage
7234 E. 2nd St
Scottsdale, AZ 85251
DATE
PROPOSAL #
5/18/2026
24145
Description
CMU
99 If X 22'8" ht- L2-Roof- Stair 1 & Elevator (areas & heights unclear & conflicting)
I8lfx I0’4'’ht- LLStair2- 1I4/S502-MVV1
17 Ifx I0'4"ht-LL Elevator* Stair I-INFILL
Using Grey CMU. #5 V @ 32". #5 BB @ 40", Solid Grout, Drill Epoxy
CMU Infill & Repair
2 ca- 4'4" ht- Window Infill- 225/S603
52 Ifx 8" ht- New Lintel- 224/S603 (Includes Angle)
10 ea CMU Shell Face- CMU Crack Repair- I33/SR903
Paver Repair
Crosswalk Pavers- NTE 150 sf- per Cl02
Us ing $5/sf Paver Allowance
Qty
Rate
Total
1
101,420.00
101,420.00
I 12,265.00
12,265.00
1
5,440.00
5,440.00
TOTAL
Proposal by: Rocky Boydston, Estimator. Email: rboydston@recreatecompanies.com
All proposals are valid for 30 days. ROC257825
CREATIVE MASONRY / PAVER CREATIONS / RE-CREATIONS CUSTOM-STONEWORKS
phone: 623.780.4771 fax: 623.780.4655
2710 W Foothill Drive. Phoenix, AZ 85027
Exhibit C.1, 2026-048-COS-A1, Page 31 of 55
HE
RE-CREATE
COMPANIES
PROPOSAL
TO
Chassc Building Team
2400 W Broadway Rd
Mesa, AZ 85202
P; 480-425-7777
F: 480-425-7780
PROJECT
Brown Ave. Parking Garage
7234 E. 2nd St
Scottsdale, AZ 85251
DATE
5/18/2026
PROPOSAL #
24145
Description
Qty
Rate
Total
Does Not Include Tlie Following:
Pollution Liability Insurance, Proressional Liability Insurance, Wall Bracing/Shoring, Footings,
Demo, Mortar Wash, Stucco, Lath/Scratch/Brown, Paint, Purging, Door/Window Frames, Precast,
Latex Modified Mortar, Bonding Agents, IWR, Dr>'-Bloc, Plasticizer, VaporAVater Barrier, Water
Proofing, Miscellaneous Metals, Flashing/Rcglets, Sealants, Caulking, Insulation, Repair of
Existing Conditions, Pavers, Trash Haul off. No More Than 2 Mobilizations, Cooled Water,
Wetting Walls, Shading or Fog Spraying at High Temperatures (T&M Rates Will Apply), Coring,
Drill/Dowel/Epoxy, Crane, Providing/Hauling Water, Washout Basin, Providing Embed
Contponents or Sleeves, Installing Embeds/Beams Greater Than 200 Pounds, Dtypacking Embeds,
Post Installed Anchors, SWPPP, Engineering for scalTolding, As-Builts, Shop Drawings,
Engineering, Design, Testing, Special Inspections, Just in Time Delivery, Trnfiic Control, Parking
Fees, Bonds, Permits, Overtinte, Tax, Prevailing Wages, Per Diem, Liquidated Damages, Any Items
Not Mentioned In Scope Above. TItis estimate is submitted as a package, if not awarded in full
additional costs may apply.
NOTE:
This project may be aftecled by lariffs on construction materials, which can lead to increased costs
depending on wlien tliis proposal is accepted
0.00
0.00
TOTAL
$869,535.00
Proposal by: Rocky Boydston, Estimator. Email: rboydston@recreatecompanies.com
All proposals are valid for 30 days. ROC257825
CREATIVE MASONRY / PAVER CREATIONS / RE-CREATIONS CUSTOM-STONEWORKS
phone: 623.780.4771 fax: 623.780.4655
2710 W Foothill Drive, Phoenix, AZ 85027
Exhibit C.1, 2026-048-COS-A1, Page 32 of 55
416 W. Lone Cactiu Drive
Phoenix, Arizont 85027
Office 623-385-7110
AMCA
Fax 623^385-7120
BUDGET
Project Name: Brown Avenue Parking Garage
Bid Date: 5/13/2026
Bid Time: 1:00pm Addenda Noted:
None
Plan Date:
4/9/2026 75% CD drawings
Spec Section(s):
4000
Thin brick - $320,600.00
GFRC Sills, Headers, Cornice, Columns, Corbels - $727,075.00
....
Add to use boom lift for all GFRC Installation ADD:$ 15,500.00 (Not Included in base bid)
*Special Remarks:
Budget pricing only
* Price* are Hrm for thirty (30) day* for the performance of all MASONRY work covered by the plana & apecincatlon*. Thl* bid la
subject to the acceptability of the subcontract term & conditions; and, Incorporated Into the subcontract of this Bid Form as an
attachment.
Inc. Exc. Place
Inc. Exc. Place
X
X
IT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Medium weight CHU per specs
X Normal weight CMU per specs
Integral color CMU
Dryblock additive In block, mortar
X Architectural precast/cast stone
X Orout In masonry walls only
X Control joint
X Brick
Eftlorescence removal after Initial
cleaning
X Shoring for masonry lintels
Hollow metal frames
X Set & grout hollow metals
frames, at time of construction
Dry packing for masonry imbeds
____ Wall bracing:
Engineering for wall bracing
Deadmen for wall bracing
Trash & debris clean up
Trash removal from job site
Floor Protection
Layout for other trades
Engineering, surveying layout of
building corners
Dust control of job site
Masonry shop drawings
Testing U Inspection cost
Hot b Cold weather protection
X
X
X
X
X
X
IT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Rebar for masonry wall*
Horizontal wire reinforcement
Foam, Loose fill Insulation
Stone
Stone shop drawings, engineering
Faux stone
Faux atone substrate
Relief angles
Steel imbeds, streps
Steel lintels (Under 200«)
Anchor Bolts
Regie t
Flashing
Building paper
Caulking
Compressible filler, flresafelng
Paint, staining, waterproofing
Stucco
Footings
Demolition
Hard Dig
Over excavation/compactlon
Spoils removal/flnish grade
Bond Premiums
Sales tax, permit fees
Furnishing sanitary facilities
"welding
Prevalilng/Davls Bacon Wages
Additional Conditions: Adequate access (no open trenches)
Potable water made available 200' from bulldlng/work
The following Items not exceeding 20011 will be Installed by masons as masonry Is being built! rebar,
bolts, steel lintels, beam seats, weld plates, flashing, reglet, wall penetrations required by other trades.
Submitted by:
^Ron Maroney, Estimator
Direct Line 623-385-7111
Ron'astonecoldmasonrv.com
t4c«nM0 Numbera
AZ*142638
CA8946771
NM9364110
02376230111930
NV*74264
Monatcu-y Unlimited
Vn7640897‘5801
Exhibit C.1, 2026-048-COS-A1, Page 33 of 55
Fofgcait Outcome
PROJECT: Brown Av* Parking Structura
BID ABSTRACTS FOR: Stael
CH/\!
ir=
/ V//;- i I '!/ /
Sub-Contractor
Contact
Alignment
Greg Leavttt
Amber Steel
SBtH Steel
Southwest
Mctabmithf Inc
W&W
Roy Hunt
Email ^£rt@dli«nmen^te^
Phone____^480-645 0134
Base Bid
Jacob Odden
QTY
UM
$
$549,300
480-793-6420
iacob^shstcelar com
Jim Toney
MicKaetGilUrd
‘nevj&swmetaUmiths.co
$436,140
(218) 341.026S
214-S48-8273
rnkha^l.l>vv ws.com
480-966-9427
$753,652
KOT BIDDING
NOT BIDDING
PARKING GARAGE:
Sheet A301 &A302
Decofalive Steel Railing €>2’ High
400
IF
US
Induded
kKtuded
IrxkxJed
SheetA402& A701 &A702
V/rooght Iron \Vind<y,v Guard - 1/A402 - 7S% CO
7
EA
VAought Iron VAndo-M Guard • 9/A701. !& 4/A702 - 7S% CO
6
EA
1.000
4,130
Induded
1,000
Included
3.899
Induded
Induded
Sheet A500 & 2/S801 Steel Stair Framing
North Stair 1 (4 levels)
8 Flights
Induded
Induded
Induded
East Stair 2 (4 levels)
Stair Ra ling & Handrail Support Q 11&U&U8(16&/AS10 - 7S%
CD
8 Flights
Induded
Included
Induded
Ir^uded
Irtduded
Induded
Handrail at Top Landing gl0/A510 - 7S% CD
Ir^uded
Induded
New lO’A'er level Ramp Har>d Rarhng & Guardrail
ASOO - DeUil 1/8/9/10-75% CO
39
Lf
13S
Included
Irsduded
Induded
Induded
Sheet AS10-7S%CO
Elevator Pit Ladder & 1/AS10 • 75%CO
1
FA
2.S00
Induded
Induded
Induded
Elevator Sump Pit - Sted Plate Grate ^ 2/A510 ♦ 7$%CO
1
Sheet A800
EA
2,S00
Induded
Induded
Included
Steel Bolard @ S8(6/A800
32
EA
2S0
Included
4,SS6
Induded
Sheet S208 • East Stair -7S%CD
3' X 20Ga Composite Steel Deck
WMr22
321
SF
Induded
Induded
36
Lf
Induded
lr>duded
lixkided
Induded
WI2X16
Induded
Included
Sheet S207 & Detail S219 - North Elevator & Stair • 7S$lCO
• X 20Ga Composite Steel Deck
S4S
SF
Induded
Induded
V/8r40 • Hoist Beam
25
LF
Induded
Irvduded
Included
Included
V/12xl6
43
Lf
Included
Included
Included
VV6X12
Induded
Irvluded
W14X22
Included
Induded
Sheet S209 -7S%CD
SCI -HSS4x4xl/4
260
Lf
Induded
induded
Ifsduded
Sheet S210 6i Detail S218 ♦ New Carsopy - 7S% CP
V/6x20
301 Lf
kKkrded
Induded
V/6xl2
V/t4x22
-1/2* X 20Ga Composite Steel Deck
429
33
LF
2.197
Lf
Induded
Irtduded
Included
Induded
SF
20
Included
Induded
Induded
Induded
Included
Included
Carvopy Beam Detail Per Detail 2I2/S602
Induded
Sheet S303 -75% CD
Induded
Induded
Induded
Steel Lintels per 224/S603
Included
Induded
Column Base Plates. Anchor Bolts & Templates
Included Induded • FOB Only
Embedded Hardware for Steel ConrsecUoru
Induded Induded • FOB Only
Included
Included
Steel Channels. Ledgers end Angles
Induded Included - FOB Only
Induded
Embed Plates
Induded
Induded - FOB Only
V/eld Plates
Induded Induded - FOB Only
Included
Induded
BID FORECASTED COST:
Sheet A502
Sta-r 3 - Located at level 2 A220____________
AESS Level at WeWed location to be smootfi
LS 15.000
Induded
IS,000
20.000
Induded
induded
Sheet A702 -75%CO
Steel Angle 4' x 6* Steel Support for Shutter
110
EA
11,860
11.295
11.860
Sheet A802
Canopy front 10~ R - 3/8‘ decorative Metal Bracket
SO
EA
2S0
12,500
12.S00
12,500,
Misc Sled
IS 10,000
10,000
10.000
10,000
CLARIFICATIONS EXHIBIT:
GI4P2 exdudes Detail 18/A800 - Entrance Barrier Beam EJevabon is
not suite to r>ew desiga
GMP 2 includes AESS Level I at Canopy locatioo only.
Bid Forecasted Cost Total GMP2:
$
38.490
$
77,250 $
34.360 $
$
Total Budget GMP2: Base Bid * Bid Forecasted Costs
$587.7901
$51349^
$788,0121
$0|
jg
Amb
Exhibit C.1, 2026-048-COS-A1, Page 34 of 55
er STEEL FABRICATION, INC.
15
11331 E. CiEKMANN ROAD • CHANDLER, ARIZONA 83286-1304 • (480)821-0004 • FAX (480)786-3274
May 18, 2026
AZ. License 078660
Attn: Estimating
Re: Brown Avenue Parking Garage
Drawings date: 4/9/2026
Inclusions: Installed unless noted otherwise
1. Column Supported Canopies, AESS level 1
a.
Columns per 1,2/S209
b.
Framing per 1,2/S210, Details on S601 and S602
i. Column to beam and rafter connection per detail 216
ii. Rafter Connection to precast per detail 211, embed by precast subcontractor
ill. 1-1/2“ B-deck Per KEYNOTE 301
2.
Eyebrow canopies with turnbuckle support
a.
East Canopy 3/SSI 0, See detail 218, embeds by precast
b.
Elevator Canopy 4/S207, See detail 219, embeds by Amber steel
3. Elevator Steel
a.
Galvanized sump embed angle frame and grate,
b.
Elevator pit ladder
c.
Level 2 and 3 level framing
i. W14x22 beam with embed connection plate
ii. Ledger angle at perimeter per detail 221, ledger embeds by Amber
iii. 3” X 20 GA composite steel deck
d.
Roof framing
I. W12 X 16 beams with embed connection plate
ii. Hoist beam with embed plates. See detail 203
iii. Top of CMU embed per detail 213
iv. 3” X 20 GA composite steel deck (I am not sure why 3" deck at the roof?)
4.
North Stair, see A500 and A501, S801 and S802
a, (7) Stair tower wall openings with Guard railing
5.
East Stair, See A502 and A503, S801 and S802
6. 400 L.F. of 2' tall Guard railing at top of wall, see A301 and A302
7.
(7) Windows with 2' tall guard railing on A301
8.
(7) Wndows with Square Bar fabricated cross bars, bent back and attached to facade. See A(7) 301
9.
(7) Angle lintels at detail 224, North stair window openings
Base Price: S482.564.00
(16) Bollards at main level
Inset Window Square Bar grids, see 3/A302
Add: $4,556.00
Add: $3,899.00
Qualifications
1
Price includes steel to be 1 coat shop prime, freight to jobsite, shop & field drawings, and material
as noted only.
2
Price is good for 30 days.
Page 1 of 5
3 Excludes Tax, attachments for other trades, Simpson, architectural panels, standing seam, pre
finished metal panels, stainless steel, light gauge framing, light gauge ledger track, aluminum, and any
Items not mentioned in this proposal.
This proposal; and the attached list of exclusions and clarifications, to be part of the contract
Roy Hunt
Amber Steel Fabrication, Inc.
Exhibit “A”
Amber Steel Fabrication, Inc.
Exclusions to the Contract
The following items are excluded from Amber Steel Fabrication, Inc. scope of work, or are a clarification to the
contract. As such, tltis exclusion document is a part of the contract between the General Contractor and Amber
Steel Fabrication, Inc.
1.
All demolition.
2.
All grout and dry pack.
3.
All finish paint. Also, all finished paint preparation covered under the Painting subcontractor scope of work
as outlined in the finished paint section of the specifications. This includes the removal of dust, dirt, mud,
scratches, dings, burn marks and primer chips, scratches and gouges caused by other personnel other that
Amber Steel, its representatives or subcontractors during shipping, storing, handling and installation.
4.
Shop applied primer is a rust inhibitor. Over time if material is left exposed to the elements it will rust.
Finish paint should be applied as soon as possible. Amber steel is not responsible for touch up of material
that is left exposed for an extended period of time.
5.
Architectural and Structural elements not left exposed are excluded from priming of welds. Exposed steel
will be primed as it is welded. No return trip to prime is included in the quote.
6.
All grates and grate framing such as structural grates, tree grates and walker duct type systems.
7.
All light gauge framing, 12 gauge and lighter, including metal studs and joist, fascia, soffit, gutters, down
spouts, flashing and all architectural decks used as roofing, fascia, soffit, siding, or suspended ceilings. All
decks with pre-finished surfaces such as Kynar paint finish. All specialty type decks which are not
fabricated by Verco Deck Manufacturing Co. And all sheet metal materials.
8.
Bolts, fasteners, templates and embeds not used to fasten Amber Steel’s product to the structure.
9.
Mechanical framing for roof and floor penetrations, and mechanical equipment located on the roof or floor
will be provided by Amber Steel under the following conditions. Exact sizes and dimensions of all
penetrations including location must be provided for this framing prior to the installation of the deck.
Enough time must be allowed for the fabrication of these frames in the shop. All material required to
support suspended mechanical equipment including angles, channels, unistriit and hangers that attach to the
structural steel for hanging suspended mechanical equipment and piping is excluded. Amber Steel will not
cut any openings in the roof for any trade. (This item is not negotiable.)
10.
All nonferrous metals such as stainless, brass, copper, aluminum and chromed finishes. This includes
ladders, vanity and shelf brackets, handrails and other types of architectural pieces.
11.
All steel lintels and wall penetration framing not individually shown on the structural drawings. All lintels
weighing less than 250 lbs. are F.O.B. the job site.
12.
Locking devices for gates such as deadbolts, pad locks and panic hardware.
13.
Ail flagpoles, sign posts, playground equipment and TV support brackets.
14.
All stair nosing.
15.
Insulation strips for acoustical deck is F.O.B. the job site.
16.
The fabrication of holes in our steel for other trades, including operable walls, unless arrangements liave
been made prior to the fabrication of the steel.
17.
All steel shown on Civii, L, M, P and E drawings
18.
All required bonds are to be paid by the general contractor without holding retention on that amount.
19.
Al 1 MAG, city, county or state spec, steel not specifically shown on the A or S drawings.
Exhibit G.1, 2026-048-COS.A1, Page 35 of 55 Page 2 of 5
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
F.O.B. the job site is ciarified to mean our freight to the Job site. It is the General Contractors responsibility
to provide a means to unload and inventory shipment.
All ladder extensions and roof hatches
Backing in walls for handrail and ladder attachments.
All vanity brackets, shelf brackets and counter top steel framing pieces are F.O.B. the job site.
All Simpson type hangers and saddles.
Shoring of deck and structural steel for concrete pours.
All temporary safety rails and cabling for use by the general contractor and other trades. If coverage is
needed arrangements have to be made at bid time.
General contractor must assume reasonable responsibility to protect existing floors, ceilings, walls, furniture,
fixtures, equipment and other exposed architectural finishes in all pre-existing and remodeled buildings.
Amber Steel will do the same.
Quantities and placement of panel to panel embeds in tilt up buildings and concrete beams are to be
provided by the general contractor.
Steel joist, trusses and girders are long lead items, taking up to 6 weeks to produce and submit drawings for
approval. An additional five to six weeks is required to fabricate and deliver joist to the job site following
the joist drawing approval time period. As such, Amber Steel requires project scheduling to incorporate the
joist drawing and fabrication schedule into our scope of the work.
Some steel items such as Steel Joist, Structural Metal Decks, Grating Products, Perforated Plates and Gate
Hardware are fabricated by manufacturing companies. Their products are manufactured to industry
standards. For example: Steel Joist are manufactured to SJl standards, Structural Metal Decking is
manufactured to SDI standards and so forth. As such, Amber Steel under this contract agreement acts as a
purchasing agent and installer only. Any defects in the material must be warranted by the manufacturer.
Amber Steel warranties the installation only.
It is the General Contractors responsibility to inform all trades attaching products such as HVAC
equipment, piping, duct work, etc. which weighs in excess of 100 lbs. To any joist, girder, or truss that the
product must be attached within 3 inches of a joist, girder or truss panel point. Attachment to bridging is
not allowed. As such Amber Steel is not responsible for any structural modifications, i.e., adding additional
panel points or beefing up joist, girders, and trusses when attachments are made beyond the 3" limit
Sales Tax and Bond.
Insurance coverage’s included are as follows;
General Liability Insurance
Per Occurrence Limit:
1,000,000
Personal & Advertising Limit:
1,000,000
General Aggregate Limit:
2,000,000
Products & Completed Operations Aggregate: 2,000,000
Umbrella
2,000,000
2,000,000
Liability per occurrence
Aggregate
Automobile Insurance:
Combined Single Limit Liability Coverage
Workers Compensation Insurance
Limit
Employers Liability Insurance
Policy Limit-Accident
Policy Limit-Disease
Each Employee-Disease
Coverage’s not included above are not included in this proposal, Additional coverages may be added
at an additional cost to General Contractor.
Monetary retention when held from the contract monthly draws shall be paid as outlined in Arizona
Statute 34-221 paragraph B section 3 as follows:
3. When the contract is fifty percent completed, one-half of the amount retained includina and
securities substituted under paragraph 5 shall be paid to the contractor upon the contractor’s request
provided the contractor is making satisfactory progress on the contract and there is no specific
cause or claim requiring a greater amount to be retained. After the contract is fifty percent
1,000,000
Statutory
1,000,000
1,000,000
1,000,000
34.
Exhibit C.1, 2026-048-COS-A1, Page 36 of 55
Page 3 of S
35.
36.
37.
completed, no more than five percent of the amount of any subseouent propress payment made
under the contract may be retained provided the contractor is making satisfactory progress on the
project, except that is at any time the owner determines satisfactory progress is not being made ten
percent retention sliall be reinstated for all progress payments made under the contract subsequent
to the determination.
Support steel for ceiling hung toilet partitions.
Sales Tax excluded. If project is taxable you will be charged sales tax. If this is a MRRA project
there will be a change order for sales taxes on material. No material will be purchased prior to
receiving the appropriate sales tax form (AZ 5000 or 5005) or we receive from the General
Contractor written clarification on the sales tax issue.
We will only supply lien releases from vendors that prelien the project.
CONTRACTOR
By_
Title:
SUBCONTRACTOR
Amber Steel Fabrication, Inc.
By:_______________ ___
Title:_________________
I
Exhibit C.1, 2026-048.COS-A1, Page 37 of 55
Page 4 of 5
Amber Steel Fabrication, Inc.
East Germann Road Chandler. AZ 8f;24Q f480)-82i-ooo4 fax r48o)-786-*^274
PRICE ESCALATION CLAUSE
Due to the uncertainty in the steel market it is necessaiy to include as a condition of our bid the
following stipulations.
All quotes are good for 7 days only, under the following conditions.
Material must be purchased in the month it is bid.
We must be able to bill for stored material in our yard and be paid for that material with
our next draw regardless of completion of fabrication and delivery to the job site.
Invoices from the suppliers will be provided as justification for billing
Substitution of material because of shortages must be accepted and any cost
associated with these substitutions paid for by the owner
Schedules for production of odd or specialty items will be provided and if
because of project schedule substitutions must be made the additional cost
if any must be paid for by the owner.
If substitutions do to lack of material is required that cost is to be paid by
the owner. For example 6 x 6 x 1/4" tube steel. If 6 x 6 x 3/8" tube steel
has to be substituted the additional cost will be by the owner.
The purchasing of material includes joist and deck. These suppliers qualify their
bids as to when the project must ship. If these dates are not met there could be
cost increases from these suppliers.
Usually if a job is progressing and submitals are reviewed and returned in a
timely manner this should not be a problem
Proof of cost increases
The steel mills issue letters to our local suppliers stating when and how much
these increases will be. A copy of this letter will be given as proof of cost
increases
Exhibit e.l, 2026-048-COS-A1, Page 38 of 55
Page 5 of 5
Exhibit C.1, 2026-048-COS-A1, Page 39 of 55
ALIGNMENT
STEEL
May 18, 2026
Quote #26-1061-Rev 001
Project Name: Brown Avenue Parking Garage
Attention: Lawrence Chan
Phone: 323 350-7034
Email: lchan@chasse.us
Documents Dated: 100% Drawings
Addendum: none
BASE BID
Furnish, fabricate, and erect the following:
1. HSS, Columns
2. WF, Beam framing
3. Steel Deck 3” 20ga
4. Steel Deck 1 'A 20ga
5. Canopy Steel
6. Threaded studs for wood attachment
7. Steel Celvis & Turnbuckle
8. Ledger angle
9. Bent plate lintels
10. Stair 1
11. Stair2
12. Railing
13. Pit iadder
14. One coat of standard shop primer
15. Steel connection bolts
Deliver only, F.O.B. trucks jobsite, the following:
1. Anchor Bolts for our steel
2. Sump
3. Bollards (20)
4. Embeds
Base Bid
Add 13 - Wrought Iron window guards
$597,800
$4,130
The above pricing is good for 30 days.
Alignment Steel
15270 N. 83" Place, Suite 200 • Scottsdale, Arizona 85260
T(480)5S3-7873»F(480)584.6873
wv\'vv.aligiimciilsteel.coni
ROC 334578
Brown Avenue Parking Garage
May 18, 2026
Page 2
Exhibit C.1, 2026-048-COS-A1, Page 40 of 55
EXCLUSIONS
1. Galvanizing
2. Structural design/engineering, deferred submittals
3. AISC Fabricator & Erector
4. Precast Embeds
5. Entrance Barrier
6. Roof top light fixture
7. Galvanized plate at pipe barrier
8. Bike Racks
9. Sales, use and gross receipts taxes
10. Items on MEP drawings
11. Miscellaneous steel not specifically called out
12. AESS Finishes
13. Cost of bonds
14. Permits
15. Survey
16. Toilet partition supports
17. Counter supports
18. Flashing or sealants
19. Costs of tests & inspections
20. All concrete work and coring, etc.
21. Overtime, weekends or nightwork
22. Grout & placing of same
23. Metal studs, tracks, bridging & accessories
24. Sheet metal 10 gauge & lighter
25. All non-ferrous metals
26. Bolts other than steel to steel
27. All field painting including touch-up of structural, miscellaneous & metal decking
SPECIAL CONDITIONS AND CLARIFICATIONS
1. This Proposal is based on Forklift Access to the building to erect the Columns. No cost for Crane included.
2. This offer is made with the understanding that a pre-award meeting will include a review and mutual acceptance
of the scope of work, contract documents, schedule and terms and conditions prior to finalizing an agreement.
3. The design team is fully responsible for any errors, omissions, conflicts, code violations and improper use of
material, if shown on the bid documents. Our quotation is based on measured quantities as specifically shown
on the drawings. As we develop the shop drawings, we may discover errors, omissions or conflicts in the
structural design drawings which we will bring to the General Contractor’s attention for resolving in a timely
manner. The added cost or delay to the schedule due to the discovery of errors, omissions or conflicts will be
evaluated and submitted for reimbursement.
4. Others are to remove, relocate, or protect all existing utilities or overhead construction interfering with the erection
of the structure or limiting the operation of the erecting rig before arrival of erection equipment at the site.
5. All welding will be performed in accordance with AWS standards.
6. Steel will be cleaned per SSPC-SP2 “Hand tool cleaning" and coated with one coat of our standard primer.
Alignment Steel
15270 N. 83'“ Place, Suite 200 • Scottsdale, Arizona 85260
T{480)553-7873 • F(480)584-6873
wnv.alignmenlstccl.com
ROC 334578
Brown Avenue Parking Garage
May 18, 2026
Page 3
Exhibit C.1, 2026-048-COS-A1, Page 41 of 55
CHANGE ORDER LABOR RATES (Rates do not include Overhead and Profit)
Detailing
Shop
Field
$65.00/hr (straight time)
$70.00/hr (straight time)
$96.00/hr (straight time)
DELIVERY AND ERECTION SCHEDULE
To be negotiated at time of award
We appreciate the opportunity to bid on this project and look forward to being of further service to you. Should you
have any questions, please do not hesitate to contact me.
Sincerely,
Greg Leavitt
President
greg.leavitt@alignmentsfeel.com
480-645-0134
Alignment Steel
15270 N. 83'* Place, Suite 200 • Scottsdale, Arizona 85260
1(480)553-7873 • F(480)584-6873
w'ww.alienmciitsleel.com
ROC 334578
5^H STEEL
FABRICATION
&ERECT10N
“S'
3
’■u
Exhibit C.1, 2026-048-COS-A1, Page 42 of 55
- . ....
V t '
mi
PrOpOSCll for* Brown Avenue Parking Garage - 26150
Contact Us 1 Estimator-JacobOdden Cell - 218.341.0265
1 i
Email - Jacob@shsteelaz.com
Our Values
u?
6i
i
- I
.»?.
'I
T
'% •
i
!/ i
ft'
Committed
Commilted to SAFETTY,
Oui selves each other,
and our Clients.
Egos at The Door What's Next?
Results-Driven
Egos at The Door
Execution
helplul and liuiiihle.
We own it, cind get it done
No one graduates trorn a broom,
with the end result in mind. Prioritizing your Project over pride.
l^oaclive.
Innovative.
Growtli Oriented.
Differentiators
4 Rapid
JL • Schedule
Proactive
• Communication 3.
A Partner Who
Keeps Agreements
Details that support
your next decision.
Exhibit C.1, 2026-048-COS-A1, Page 43 of 55
Quote #26150
Date: 05/18/26
Attention: Estimating
Addenda Acknowledged: No
The Following Items Will Be Furnished and Installed:
1. (11) bolt-down bollards per PT8
2. Steel per S207
a. Beams
b. Beam seats per 203, 204,220 as FOB
c.
Deck
d. Ledger per detail 221
e. Deck supports per 213
i. Embeds as FOB
f.
Eyebrow per detail 219
i. Embeds as FOB
3. Steel per S208
a.
Beams
i. Beam seats by others
b. Ledger per detail 222, 207, 214
i. Embeds by others
4. North Canopy
a. SCI columns
i. Anchor bolts and templates as FOB
b. W8x31 fascia beams
c. W8xl0 filler beams per 212 and 216
i. Embeds by others
d. Deck
e. Ledger assumed at detail 211
5. South Canopy
a. Bid similar to North Canopy
6. East canopies per detail 218
a. Embeds by others
7. Lintels per 224 on S303
8. Stairs
a. Stair 1
b. Stair 2
c. Stair 3
9. Ramp rail per A500
a. Connection embeds as FOB
10. Parapet rail per architectural elevations bid similar to stair rails
a. Connection embeds as FOB
11. Elevator Steel:
a. Sump frame and grate as FOB
b. Sill angle
c.
Pit ladder
12. Wrought Iron Window Crosses:
a. (6) Type 1 per 1/A702
i. Embeds as FOB
OfTice: (480)-926-6062
620 W. Commerce Ave. Gilbert, AZ 85233
UCERTIFIEO
t2fA95ICATO«
< /-otMCTOR
ISNelwoild’
i
Exhibit C.1, 2026-048-COS-A1, Page 44 of 55
13. Notes:
b. (7) Type 2 per 9/A702
a. Aii coated steel bid as standard shop primed
b. Alt precast embeds by others
c. S&H assumes access to existing concrete pad for operating lift - forklifts, boom
lifts, spider crane, etc. - all shoring, if necessary, for this is assumed to be by
others
Prices: Base Bid $753,652.00
We appreciate the opportunity to quote this project.
Respectfully,
Jacob H. Odden
S&H Steel Co. LLC
AI SC Certified Fabricator
City of Phoenix Approved
S&H Steel is an AISC Certified Shop and Erector
This proposal was based off architectural and structural drawings dated
11/14/25.
Raw nialeriol and fuel prices are based on current prices at the date of this proposal. Any
significant price increases (meaning a price increase exceeding 5%) on materials
and/fuel necessary to perform the work, that occur during the period of time between the
date of this propo.sal and sukstantial completion of the project, shall cause the contract to
be ecpiitably adjusted by an amount reasonably necessary to cover the increa.se. S&H
.shall provide to the buyer a copy of the relevant material price increases or fuel
surcharge from S&H suppliers as proof of such increase.
Terms and Conditions:
1. No state, county or city sales ta.\es are included in this bid.
2. All coated steel to be standard shop primed unless noted otherwise; standard primer is
Sunburst Series #38- compatible with WB4 intumescent paint.
3. This proposal is subject to acceptance within 10 days from this date tendered and sliall be
subject to satisfactory arrangement of details. Tiie Code of Standard Practice of tlie American
Institute of Steel Construction, Fifteenth Edition, 2016, is hereby made a part of this proposal
and sliall govern in all matters to which it is applicable not otherwise provided herein.
4. If accepted, this proposal and our quote number shall be part of any future contract or
purchase order resulting from this quote.
5. If erection is included in this quote, level, clean and safe access shall be provided for erection
equipment and materials.
Office: (480)-926-6062
620 W. Commerce Ave. Gilbert, AZ 85233
U CERTIFIED
S^fAStiCATCK
uftaoR
G
Exhibit C.1, 2026-048-COS-A1, Page 45 of 55
6. If project is TI or remodei work in existing conditions, S&H assumes having adequate access
for erection, iaydown, equipment, etc. - we reserve the right to revise this proposal should
S&H deem access inadequate.
7. If project is Tl or remodel work in existing conditions, this proposal should not be considered
valid until a site visit can be made to confirm site conditions, and means/methods assumed
for listed scope above.
8. All line and grade shall be the responsibility of others. Per AISC, prior to column erection,
one (I) grade nut at each bolt cluster shall be set at proper elevation by Customer. If leveling
plates are used. Customer shall set plates to grade.
9. All existing materials that connect to our steel must be open and accessible from the floor.
10. All existing materials that connect to our steel must be clean and ready for our materials to
connect thereto. Removal and reinstallation of fireproofing, paint, etc. is not part of S & H’s
scope of work.
11. See our list of standard exclusions attached with this proposal for other exclusions.
S&H STEEL CO. LLC
The following items are e.vcluded from or are a clarification to the ‘‘Scope of Work” portion of
the contract between the General Contractor and S&H Steel.
Exclusions:
1. All demolition, cutting, patching, repairing, and shoring.
2. All grout and dry pack.
3. Roof hatches and ladder ups.
4. Sign frames & signage .
5. All gates and fencing.
6. Louver systems.
7. Standing seam and pre-finished metal decking.
8. Light poles with bases and bolts.
9. Non-structural roof curbs (mechanical, skylight, etc.)
10. FAA permits assumed to be provided by GC
11. All name brand grates such as NEMA, all ornamental tree grates and walker duct type
systems.
12. Application of “Bondo” on AESS steel. If the project specifically requires the application of
S&H Steel perform the work for the cost of Time and Material.
13. Cold rolled structural steel framing, load bearing metal stud systems, light and heavy gauge
metals, clips, attachments, purlins, etc.
14. All light gauge framing 12-gauge and lighter, including metal studs. Joist, fascia, soffit,
gutters, down spouts, flashing and all architectural decks and metal materials used as roofing,
fascia, soffit, siding, or suspended ceilings. All decks with pre-fmished surfaces such as
Kynar paint finish. All specialty type decks which are not fabricated by Verco Deck
Manufacturing Co. And all sheet metal materials.
15. Bolts, fasteners, templates and embeds not used to fasten S&H Steel’s product to the
structure.
16. All non-ferrous metals such as stainless, brass, copper, aluminum, and chromed finishes
unless otherwise noted. This includes ladders, vanity and shelf brackets handrails and other
types of architectural pieces.
17. All steel lintels for wall penetrations not individually shown on the structural drawings.
18. Locking devices for gates such as deadbolts, pad locks and panic hardware.
19. All flagpoles, signposts, playground equipment and TV support brackets.
Office: (480)-926-6062
620 W. Commerce Ave. Gilbert, AZ 85233
AUCERTIFIED
VlfASSICATOR
ISNctwofld’
m
Exhibit C.1, 2026-048-COS-A1, Page 46 of 55
20. All stair nosing.
21. All Simpson-type hangers and saddles.
22. All shoring of deck and structural steel for concrete pours.
23. All steel items including gates, pipe bollards, fencing and railing only shown on the Civil, L,
M, P &E drawings are excluded unless prior arrangements have been made.
24. All required bonds are to be paid by the general contractor.
25. All MAG, city, county, or state spec. Steel not specifically shown on the A or S drawings.
26. All finish paints. Also, all finished paint preparation covered under the Painting sub
contractors’ scope of work as outlined in the finished paint section of the specifications. This
includes the removal of dust, dirt, mud, scratches, dings, burn marks and primer chips,
scratches and gouges caused shipping, storing handling and installation.
27. Special surface preparation such as sand blasting, and special primer other than standard shop
primer.
28. Special treatment to steel to enhance/expedite oxidation.
Clarifications:
29. Material is procured from approved for-fabrication drawings only. Early procurement is
possible at the GC’s request and risk.
30. This proposal is based on an appropriate schedule; whether given, discussed, or assumed.
Should the project push beyond a reasonable time, S&H reserves the right to re-price, adjust,
or re-assess our portion of the project.
31. S&H operates under strict and safe guidelines in the field; any specialty safety equipment
required for a Jobsite, if not previously disclosed, will be accounted for via change order.
32. Mechanical framing for roof and floor penetrations, and mechanical equipment located on the
roof or floor will be provided by S&H Steel. However, the exact sizes and dimensions of all
penetrations must be provided for this framing prior to the installation of the deck. All
material required to support suspended mechanical equipment including angles, channels,
unistruts and hangers that attach to the structural steel for hanging suspended mechanical
equipment and piping is excluded.
33. Steel lintels weighing less than 250 Lb. are FOB the Job site.
34. Insulation strips for acoustical deck are F.O.B. the Job site.
35. The drilling, punching, or burning of holes in our steel for other trades, including holes for
operable walls, are assumed to be by others unless arrangements have been made prior to the
installation of steel.
36. All vanity brackets, shelf brackets and countertop steel framing pieces, if included in quote,
are F.O.B. the Job site.
37. All temporary safety rails and cabling for use by the general contractor and other trades is
excluded from our scope of work. S&H Steel provides OSH A cabling only for our use as we
deem necessary per OSHA requirements during our phase of construction. Maintenance and
removal of safety cable, after S&H scope is complete, is by others.
38. No temporary safety cable is assumed on roof level.
39. General Contractor must assume reasonable responsibility to protect existing floors ceilings,
walls, furniture, fixtures, equipment, and other exposed architectural finishes in all pre
existing and remodeled buildings. S&H Steel will do the same.
40. Steel Joist, Trusses and Girders are long-lead items; fabrication drawings for approval and
fabrication will be dependent upon current market standards. As such, S&H Steel requires
project scheduling to incorporate the Joist drawing and fabrication schedule into our scope of
the work.
41. Steel decking is a long-lead item; fabrication drawings for approval and fabrication will be
dependent upon current market standards. As such, S&H Steel requires project scheduling to
incorporate the Deck drawing and fabrication schedule into our scope of the work.
Office: (480)-926-6062
620 W. Commerce Ave. Gilbert, AZ 85233
U CERTIFIED
t^fASBKTATOff
ISNotwofld’
i
Exhibit C.1,.2026-048-COS-A1, Page 47 of 55
42. Detailing is generaliy a iong-lead item; fabrication drawings for submittal plus additional
time required for scrubbing the drawings once they are returned from the approval process
will be dependent upon current market standards. As such, S&H Steel requires project
scheduling to incorporate the detailing process into our scope of the work. All drawings must
be released for fabrication prior to S&H Steel proceeding with fabrication. To avoid
problems S&H Steel should be consulted prior to job schedules being formatted.
43. Due to the Volatility of material pricing and availability, S&H Steel will issue purchase
orders for as much material as possible i.e., steel, joist, deck, fasteners, etc. at the time
authorization to proceed with the project is given from the General Contractor to S&H Steel.
If requested by S&H Steel, the General Contractor must agree to pay for this material net 30
day regardless of if the material has been fabricated or shipped to the job site. S&H Steel will
provide insurance, invoices, and other documentation as needed for the G.C. to meet this
requirement.
44. Some steel items such as Steel Joist, Structural Metal Decks, Grating Products, Perforated
Plates and Gate Hardware are fabricated by manufacturing companies. Their products are
manufactured to industry standards. For example: Steel Joist are manufactured to SJl
standards. Structural Metal Deck is manufactured to SDl standards and so forth. S&H Steel
has no control over the governing boards which establish the standards for these products. If
faulty material or workmanship is discovered in the described products, S&H Steel will direct
the manufacturer of the faulty items to make right through the warranty process any defects in
the material.
45. It is the General Contractors responsibility to inform all trades attaching products such as
H VAC equipment. Piping, duct work, etc. which weighs in excess of 100 lb. to any joist,
girders, or trusses that the product must be attached within 3 inches of a joist girder or truss
panel point. Attachment to bridging is not allowed. As such, S&H Steel is not responsible
for any structural modifications i.e., adding additional panel points or beefing up joist girders,
and trusses wlien products are attached to the panel point beyond the 3” limit.
46. S&H Steel makes every effort to meet the various G.C. certificate of insurance requirements
on every job. However, in the event a G.C. has insurance requirements contractually
specified which are not reasonably possible for S&H Steel or its insurance company to
provide, the G.C. will accept S&H Steel insurance certificate as issued by our insurance
provider in the dollar amounts proscribed in the contract without penalty to S&H Steel.
47. Monetary retention when held from the contract monthly draws shall be paid as outlined in
Arizona. Statute 34-221 paragraph B section 3 only if applicable to this project.
48. S&H Steel is not in the design sector of the construction business. As such, S&H Steel
specificity excludes all engineering and special connection requirements which are not
designed and shown on the contract documents by the engineer or architect of record as part
of our work unless agreed to in writing at bid time.
S&H Steel makes no assumption that we know and or iiiulcrstand all codes and standards
related to our scope of work imposed by local, state national and federal entities. We
therefore assume no responsibility for design errors in the contract documents.
Office: (480)-926-6062
620 W. Commerce Ave. Gilbert, AZ 85233
ISNclwoild"
UCERTIFIEO
iQfASSiCATO*
Exhibit C.1, 2026-048-COS-A1, Page 48 of 55
Forecast Outcome
PROJECT: Brown Avc Parking Structure
BID ABSTRAaS FOR: Rough Carpentry
CHASSE
Sub-Contractor
Contact
Email
Galindo Construction CMR Construction D«s«rt Structuras
Jim WMtclaw
Jlm@gallndoconstructi
on
Jeramy Garcia
Jamas Hoodtnpyla
Phona
(602) 697-8596
Base Bid
$158,418
NOT BIDDING
NOT BIDDING
MISCEILANEOUS;
Sheet A301/A502
EXT 1 - Extira Composite Shuttertand Exterior Shutters Direct
Included
2x RS at each side of steel caisopy trusses per 7,10,11/ A80I
Included
2x 12 RS at Horironlal Steel Beams at Canopy location. One
sided only
Inciuded
Wood framed w/ strip and footing to protection existing
artwork
Included
BID FORECASTED COST:
WD1AV02 - Concrete Faux Wocxi Headers
4,125
Demo protection of svood framed slnicture and patch back
hardscape to match
15,000
CUtRIFICATIONS EXHIBIT;
GMP2 includes 2x 12 RS at Horiaontal Steel Beams at Canopy
location. Orte sded only
GMP2 indudes 2x RS at each side of steel canopy trusses per 7,
10, ll/ABOt
GMP2 indudes Wocxi framed w/ strip and (crating to protection
existing artwork
Bid Forecasted Cost Total:
$
19,125
$
$
$
$
Total Budget: Base Bid *■ Bid Forecasted Costs
$177,5431
I
Brown Ave. Parking Garage copy 2
May 21,2026
GCI
GA^LINOO
CONSTRUCTION LLC
Brown Ave. Parking Garage copy 2
3806 N Brown Ave.
Scottsdale , AZ 85251
Submitted by:
Arnie Galindo
GCI Galindo Construction LLC
3715 E. Beverly Ln
Phoenix, AZ 85032
Mobile: 602 770 0393
arnie@galindoconstructionllc
License #: License #: KB-2 ROC 278726
Exhibit C.1, 2026-048-COS-A1, Page 49 of 55
GCI Galindo Construction LLC, License License #: KB-2 ROC 278726
1
Brown Ave. Parking Garage copy 2
May 21,2026
Arnie Galindo
GCI Galindo Construction LLC
3715 E. Beverly Ln
Phoenix , AZ 85032
Mobile 602 770 0393
arnie@galindoconstructionllc
License #: License #: KB-2 ROC 278726
Estimate
aa
Gi^LINDO
CONST^^UCTiON LLC
Project
Brown Ave. Parking Garage copy 2
3806 N Brown Ave.
Scottsdale , AZ 85251
Customer
Lawrence Chan
CHASSE Building Team
230 S Siesta Lane
Tempe, AZ 85288
lchan@chasse.us
Description
Cost
1. - Provide Labor, Materials and Equipment to Install
S5 PVC Shutters from Shutterland
Top Profile Straight
No Divider Rail
No Tilt Bar
Installed with Fixed Brackets
UNFINISHED
2. - Labor and materials and equipment to Install
63 FIberspan Concrete faux headers
288 If
3. - Labor, Materials and equipment to Install 2x RS at each side of steel canopy trusses per details
7-10-11/A802 Plans dated 4/30/26
4. - Labor and Materials and Equipment to attach 2x12 RS wood to Horizontal steel beams one side only
5. - Art work protective structure
Labor and materials to Install 2 framed boxes with 2x walls, plywood shear exterior
Frame roof with 1/2 plywood, anchor to temporary footings and painting one color exterior paint
Design TBD
52,910.00
47,190.00
33,462.00
7,696.00
17,160.00
Project Total
158,418.00
Tax
Total with Tax
0.00
158,418.00
The customer hereby authorizes the contractor to perform the work as specified.
Exhibit C.1, 2026-048-COS-A1, Page 50 of 55
GCI Galindo Construction LLC, License #: License #: KB-2 ROC 278726
2
Forecast Outcome
PROiECT: Brown Ave Parking Structure
BIDABSTRAaSFOR: Metal Panel
€-
Sub-Contractor
Contact
Email
Phone
Base Bid
Western Building
Ben Harbort
Progressive
Ron Glesler
benh2 Abr^mrilcom n.eeilgrff’ororressiveuscom
480-823-3500
$0
602-399-9981
$0
CH/\SSE
cifiLJ Uh:
METAL PANELS
71,041
53,144
Sheet A303
MTl (1073.K2) - Weathered Metal B-Deck at Over Hang Canopy
Included - 269a. 7/8'
Corrugated Panels
Induded - 26ga. 7/8"
Conugated Panels
Trim Related to Metal Panel System for Installation Only
Induded
Induded
Pre Finished
Coreten AZP Raw
Painted Rust Finish
Antique Rust
Sheet A220 & S207 - Canopy Locations -75% CD
Induded
Induded
CLARIFICATIONS EXHIBIT:
GMP2 includes 26 ga. 7/8' painted njst finish metal panel -1
side painted and 1 side to be primer only.
Bid Forecasted Cost Total:
$
71,041 t
53,144 $
t
i
Total Budget Base Bid * Bid Forecasted Costs
r
$71,04ll
$53,1441
I
I
Exhibit C.1, 2026-048-COS-A1, Page 51 of 55
Exhibit C.1, 2026-048-COS-A1, Page 52 of 55
Date;
May 18th, 2026
dfi
PROGRESSIVE
ROOFING
P 602.278.4900
23 N. 35th Ave.
Phoenix, AZ 85009
To:
CH/\'SSE
TE>4Ar
Attn: Lawrence Chan
Re:
Brown Avenue Parking Structure- 76%CD Budget-revi
7234 East 2nd Street
Scottsdale, AZ 85251
Scope:
no spec Architectural Metal Panels at Canopies (as quaiified below)
07 62 00 Sheet Metal Flashing and Trim (as qualified below)
75%CD Budget: $53,144
Add to Base Bid: $7,742 Add for 24ga "AZP Raw" in lieu of 26ga "Antique Rustic" in Base Bid.
Inclusions:
26ga standard color "Antique Rustic" (1-side paint, 1-side primer), 2-coat PVDF finish,
7/8"corrugated roof panels at lower level canopies and elevetor canopy with trims by
Western States attached directly to required structural framing by OTHERS.
2yr workmanship warranty by Progressive and 20yr manufacturers finish warranty.
Exclusions:
tax, permits, bonds (add 1.5%), custom colors/ finishes, framing, sub-framing, post
painting, saw-cutting, protection of our installed metals from damage by OTHERS,
multiple mobilizations, general sealants, roofing or roof-related flashings, expansion
joints, engineering, all other metals anything not specifically included above.
Please note:
This budget is based on our understanding of the 75%CD drawings and specs dated
4-9-26 provided to us and reflects current metal market pricing that is subject to change.
Please see attached takeoff for coverage.
Oii canning is naturaily inherent in metal and shall not be sole cause for rejection.
Contact;
Ron Giesler 602-278-4900
ron.giester@progressiveus.com
Albuquerque. NM | Clinton. MO I Columbus, OH I Denver. CO | Duncanville. TX
Flagstaff. AZ I Lehi.UT 1 Mount Joy. PA | Phoenix, AZ | Tucson, AZ
Western®
Exhibit C.1, 2026-048-COS-A1, Page 53 of 55
ILC
AftCmECTUfl<a. FACADES
Proposal
From: Ben Harbort
Benh@wbgemail.com
(480)-823-3500
To: Cha$se Building Team
Attn: Lawrence Chan
RE: Brown Avenue Parking Garage 75% CD Rev 1
Date: 5/15/2026
Addenda; 0
Taxes: Excluded
Prevailing Wages: No
Bond: Not included (2%)
Proposal Valid For: 30 Days
Material Escalation Clause - WBG reserves the right to adjust the bid amount ifmateriai costs increase due to proposed tariffs on steel
and aluminum before submittal approval or subcontract/work order execution. To prevent price increases, submittals must be approved
promptly. Delays in approval may lead to price adjustments based on market conditions.
We propose to furnish and Install the following:
Corrugated Panels
Approximately 2,600 SF of 26ga 7/8" Corrugated panels as noted on architectural drawings. Corrugated panels will be from
manufacturer Western States Metal Roofing using finish Antique Rust. All necessary trims related to the metal panel system
are included. Framing must be sufficient for panel attachment. Corrugated Panels will be installed over: metal decking and
framing by others
Plans and specs to not call out for finish type, gauge, or profile. Assumptions are made per Chasse direction.
Job Specific Exclusions: Misc Flashings, Pre-engineered canopies, weather barrier, sub furring of any kind, coping caps, expansion
joints, sheathing, stainless steel flashings, framing of any kind, multiple mobilizations, blocking, window flashings of any kind, any
signage or framing for signage, any structural framing, any light gauge framing, gravel stops, FM Global rating, miscellaneous flashings
for other trades, color matching mockup, and shade materials are excluded from our bid.
Job Specific Notes: Certain panel sizes and joint lines will be chosen by WBG to fit within manufacturer standard sheet size and for
maximum yield. Any necessary additional framing is by others. WBG Is not responsible for verifying compliance of ASHRAE 90.1 or
NFPA 285. This proposal is based off WBG's interpretation of drawings by DFDG dated 4/9/26.
Base Bid;
$71,041
Deduct Option: Corten A606-4 Material in lieu of Painted Rusted Finish
♦Panels will be installed pre-rusted and rust in place over time. Panels will take several
months to rust. Rust may run off metal and onto concrete or surrounding areas. Rust will
not be sealed by WBG. WBG is not responsible for maintenance of rust.
_______
-$6,679
Arizona: 4540 E. ivy Street, Mesa, AZ 85205
Utah: 178 S. 1900 W, Lindon, UT 84042
m
® 480.397.1111 #480.556.1700
www.WesternBuildingGroup.com
Page 1 of 2
AZ 277677, 277678 NV 0070844 CA 971211 UT 10203763-5501
Western®
Building
Group'
I Lie
AnCHlIECTURAL FACADES
Exhibit C.1, 2026-048-COS-A1, Page 54 of 55
Proposal
General Notes - This proposal is based upon mutually agreeable contract terms. Western Building Group must have unobstructed visible access
for dimensioning along with clear and level working conditions for our team members and lift equipment. A clear, safe, and secure laydown or staging
area is needed for materials and must be provided for by Contractor. Natural thermal movements (or oil-canning of metal wall panels) is not a
reason for rejection.
General Exclusions - Our proposal excludes the following unless specifically noted In the above proposal: any field testing, pemiltting, bonds of any
kind, liquidated damages or penalties, structural or sub-framing for roof or walls, blocking, wall or roof sheathing, sheet metal flashings including any
through wall or flashings and trims for any other items not specifically Included in our proposal. All flashings integral to or integrated Into the glazing
system or the roofing system for warranty or weathertightness purposes are excluded. All M.E.P. sheet metal related Items, any general sheet metal
Items not directly associated with our material Installation as noted above, flat roof edge metals and/or gravel stops, any expansion joints or bellows
systems, any roof hatches, access ladders, skylight flashings, any curbs, all metal materials at any out-buildings, any trash enclosures or gated
barricades, and any sunshades or trellis are excluded. ABAA Installer Certification. Manufacturers delays In fabrication or freight delays. Acts of God.
Acceptance of this Proposal - A Letter of Intent (LOI) must be Issued to lock In pricing. The LOI must specifically reference the project name and
proposal date listed herein. Shop drawings, scheduling of crews, and material procurement will not be started until written acceptance of this
proposal has been received by Western Building Group.
Submittals - Please allow 8-12 weeks for shop drawings/ submittals from the time of a written Notice to Proceed (NTP).
Field Dimensioning - Due to the tight tolerances and material lead times of composite, phenolic, fiber cement, GFRC panels, all adjacent trades and
their material termination points must be completely installed to properiy field dimension, engineer, and install wall panels. The substrate must meet
industry standard tolerance of Va - 20'. Schedule impacts may occur if these guidelines are not understood. Pre-mature request for field
dimensioning will have added cost to the contractor.
Fabrication - Once the substrate has been completed and mutually accepted, allow 6 weeks for 3D scanning, panel fabrication, and delivery.
Schedule - The schedule shall be mutually agreed to. Including but not limtted to supply chain delivery dates, time frame for submittals, adequate
time for material fabrication from field measure/ 3D scanning, adequate quantities of work to avoid multiple mobilizations, and avoidance of work
performed out of an efficient sequence.
Material Escalation Clause: In the event that there Is a material, equipment, or labor cost Increases between the effective date of this proposal and
the date of contract execution, WBG reserves the right to adjust the bid to reflect these Increased costs.
Western Building Group appreciates the opportunity to quote your firm.
Arizona: 4540 E. Ivy Street, Mesa, AZ 85205
Utah: 178 S. 1900 W, Lindon, UT 84042
S 480.397.1111 #480.556.1700
www.WesternBuildingGroup.com
Page 2 of 2
AZ 277677, 277678 NV 0070844 CA 971211 UT 10203763-5501
Exhibit C.1, 2026-048-COS-A1, Page 55 of 55
Forecast Outcome
PROJECT: Brown Ave Parking Structure
BID ABSTRACTS FOR: RooRrtg
CH/^SSE
Sub-Contractor
Conuct
Email
Phone
Base Bid
Global Roofing
Jon Atkinson
Proof ttttvt
Sophia Galan
ion.atkinson^global.inc ia.gatangprogff ssiveus com
480-343-1581
$18,900
(602) 278-4900
$29.340
ROOFING:
Sheet 6/A502 7S%CDA510
PVC Roofing vv/ 2’ Rigid Insulation & 8‘ Min Flashing Height
Above Deck (Stairs & Elevator Roof location)
Spray Polyurethane Foam
Roof System
TPORoof Membrane
Roof System:
ClassASPF Roof System
TPOeOm'il
Deck
Spray-applyone (1) inch
minimum of SPF
Adhered 1/4
Coverboard
Mechanically Attached
w/1 Layer 2' Rigid
Insulation
Wall/Curbs
Spray-appiy one (1) inch
minimum of SPF on vertical
walls/curbs, terminating urxJer
CODiOfl
Baseflashing terminated
to Reglet
Countecflashlog
Base
Spray-appiy acryfic base
coatinq
N/A
Top
Spray-appiy acrylic top
coatifx?
N/A
Install Method
Mechanically bro^cast
aggregate into final top
coatino
N/A
Warranty:
10 Year NDL No Dollar Umit
Manufactures System
20 Year NOl No Dollar
Umit Manufactures
System
Warranty: 2 Year installer's
Warranty 2 Year
Installer's
Membrane Roofing Add ■ 100% CD's
12,825
Included
BID FORECASTED COST:
Metal Coping Cap
14,495
14,495
CURIFICATIONS EXHIBIT:
GMP2 Includes 60 Mil TPO w/ adhered 1/4" coverboard
mechanically attached 1 layer 2" rigid Insulation ILO PVC
V£'s:
PVC Roofing Per Drawings Callout
1.200
Bid Forecasted Cost Total:
$
27,320
$
14,495
$
$
$
Total Budget: Base Bid ♦ Bid Forecasted Costs
r
$46,220
$43,035
I
I