AMENDMENT NO 1 CMAR A121 CMC-2003 FINAL FOR EXECUTION 09202016.PDF

Amendment 1 to AIA Document A121 CMc-
2003
Standard Form of Agreement Between Owner and Construction Manager where
the Construction Manager is Also the Constructor
AGREEMENT
made as of the 5 day of October in the year of 2016
BETWEEN the Owner:
Maricopa County Stadium District
401 East Jefferson Street
Phoenix, AZ 85004
and the Construction Manager:
Jokake Construction
5013 E Washington St, Suite 100
Phoenix, AZ 85034
The Project is:
Chase Field 2016-17 Structural Repairs
401 East Jefferson Street
Phoenix, AZ 85004
The Facility Manager is:
AZPB FM Limited Partnership
401 East Jefferson Street
Phoenix, AZ 85004
The Engineer is:
Gervasio and Associates
77 E. Thomas Rd, Suite 120
Phoenix, AZ 85012
The Owner and Construction Manager agree to Amendment 1 to the Agreement as set forth below:

AMENDMENT 1
GUARANTEED MAXIMUM PRICE
For the Cost of Work as defined in Articles 5 and 7 of AIA Document 121 CMc-2003 the Construction Manager’s
Fee shall not exceed the Guaranteed Maximum Price of $3,493,620.72. Attached and to be included as part of the
Contract Documents is the Construction Manager’s Guaranteed Maximum Price proposal referenced as Exhibit 1-
Guaranteed Maximum Price proposal.

This Agreement entered into as of the day and year first written above.
OWNER CONSTRUCTION MANAGER
Maricopa County Stadium District JOKAKE CONSTRUCTION
Eiecutive Director Representative A ate li Date
ACCEPTED AND APPROVED:
Chairman, Board of Directors Date
ATTEST:
Clerk of the Board Date acuity Manager Date
LEGAL REVIEW:
Approved as to form and within the powers and
Authority granted under the laws of the State of
Arizojira to Maricopa Coup Stadium District.
Q-2v-/C
District Counse Date

EXHIBIT 1- GUARANTEED MAXIMUM PRICE PROPOSAL

5013 E Washington Street
Suite 100
JOKAKE Phoenix, AZ 85034
Phone: 602.224.4500
Fax: 602.224.1396
Date: September 20, 2016
Owner: Maricopa County Stadium District
Project Title: 2016-17 Structural Repairs Section 107-111
Project Address: 401 E. Jefferson St, Phoenix AZ 85004
To Mr. Daniel Rojas,
Jokake Construction proposes to provide structural and architectural repairs at lower seating bowl at four (4) caulk
joints and one (1) expansion joint at sections 107,108,109,110. and 111 located over grounds keeping at east corridor
area. Work specifically to include selective demo of masonry walls, concrete structure repairs, masonry, minor wall
framing and drywall repairs, minor acoustic ceiling repairs, select wall painting, temporary removal of select fire
sprinkler lines, plumbing, electrical, and re-route of HVAC duct work based on drawings as listed in the attached
drawings log.
Jokake Construction proposes to provide the above-described services per attached Project Schedule of Values, Bid
Clarifications/Assumptions, and Construction schedule for a contact amount of
Pre-Construction: $151,798.10
••I•.-1+-1-1+-1.-1-1
Base Bid: $3,433,626.10
Add Alternate 1: $59,994.62
Add Alternate 2: $73,833.22
Please contact me with any questions or concerns.
Sincerely,
JOKAKE
AN EMPLOYEE-OWNED
CONSTRUCTION COMPANY
OFFICE: 602 224 4517
MOBILE: 602 722 1005
EMAIL: michael.yates@pkake.corn
MAIL: 5013 E WASHINGTON ST. SUITE 100
PHOENIX. ARIZONA 85034
WWW.JOKAKE.COM
AZ ROC # 241197 // CA LIC# 960871 // NV LIC# 0078121

0 Table of Pre-Con Pricing
Contents
GMP Schedule of Values_ I
Allowance Tracking Sheet
Clarifications I
o
Plan and Spec Reference Matrix
Sub-Contractor Backup
Project Schedule
OILPWP
r- Bid Alternate No. 1 & No. 2

Tab 1 - Pre-Con Pricing

5013 E Washington Street
Suite 100
JOKAKE Phoenix, AZ 85034
AA &MOLINA*. MAMAS Phone: 602.224.4500
ARMAVIPALPI. 60•11.4MY Fax: 602.224.1396
Date: August 16, 2016 Pre-Con Proposal
Owner: Maricopa County Stadium District
Project Title: Chase Field Section 107-111 Structural Repairs
Project Address: 401 E. Jefferson St.
Phoenix AZ 85004
Mr. Daniel Rojas,
Jokake Construction Services will provide the following pre-construction services listed below as outlined in the July 19th
letter Re: 16101-CMR Chase Field Structural Repairs Pre-Construction and GMP Schedule to Jokake Construction.
1 - Preliminary Evaluation of Project Design/Scope, Schedule and Project Budget.
2- Attend Meetings with MCSD and Genrasio to review status of design, schedule and cost estimates.
3 - Coordinate with Gervasio regarding constructability and alternative construction design options and alternatives
regarding procurement of materials, labor and economies of scale.
4 - Develop a project schedule that completes the scope of work and is inclusive of restricted construction dates
provided by MCSD that meet substantial and final completion dates required by MCSD/Artzona Diamondbacks.
5- Make any recommendations to the MCSD and Gervaslo regarding the phasing of work In order to make the spaces
available for the dates required by the MCSD for events.
6 - Should the Initial GMP for the scope of work be over the MCSDs budget, we will work with MCSD and Gervaslo to
determine a scope of work and schedule that is acceptable to all parties that is within the MCSD budget.
7 - Final GMP will meet all requirements dictated in Section 2.2 of A121CMc-2003 and presented in a format that can be
Inserted as Exhibit 1 to Amendment No.1
- Attend the MCSD Construction Kickoff with key personnel and the main trades, MCSD. Gervaslo and Arizona
Diamondbacks Representatives to review working at Chase Field. Provide Administration Requirements and other tasks
associated with working at Chase Field.
9- Included allowance for two days for construction: scaffolding engineering, two days of scaffolding rental, and man
power.
Pre-Construction Base Cost: S151,798.10
Please contact me with any questions or concerns.
Sincerely,
• 1 4 4 I 614 7!
MIKE YATES
PROJECT MANAGER
JOKAKE
AN EMPLOYEE-OWNED
CONSTRUCTION COMPANY
OFFICE: 602 224 4517 FAX: 802 224 1396 MOBILE: 602 722 1005
EMAIL: michaellates@jokake.com
MAIL: 5013 E WASHINGTON ST. SUITE 100
PHOENIX. ARIZONA 85034
IAMMI.JOKAKE.COM
AZ ROC# 241197 i/ CA LIG/ 960871
'Attachments - Pre-Con Services 8.11.16 thru 10.5.16 Esthnate, Jokake Rate Sheet, and Restruction Pre-Con Proposal.
Page 1 of 5

PRICE STATUS: Bid
Pre-Con Services 8.11.16 thru 10.5.16
DATE: 08116116
Project Name: Chase Field Section 107-111 Structural Repairs
Project Location: 401 E. Jefferson St.
Owner: #REFI
Division Description Unit Quantity Unit Price Total Price
1 GIVIERAL.R.EQUIREMEN15
01.061 Permit Fees Excluded
01.105 Director HRS 51.20 115.00 5,888.00
01.110 Project Manager HRS 128.00 100.00 12,800.00
01.115 Prolect Engineer HRS 128.00 75.00 9,600.00
01.116 Contract Administrator HRS 5t20 55.00 2,816.00
01.120 Prolect Superintendent HRS 102.40 100.00 10,240.00
01.542 Scaffolding - Allowance ALLOW 1.00 15,000.00 15.000.00
2 SITEINCIHN .
02.010 Testing - Exploratory/Soil - Allowance ALLOW 1.0 4,000.00 4,000.00
02.065 Exploratory Demo - Allowance ALLOW 1.0 15,000.00 15,000.00
• 3 concRETE
.
03.700 Restruction Pre-Con BID 1.0 6,440.00 6,440.00
Restruction 2 Working Crew Days (26
03.700 Persons) - Allowance ALLOW 1.0 40,000.00 40,000.00
1 15 MECHANICAL
15.050 Basic Mechanical Make Safe - Allowance ALLOW 1.0 8,000.00 8,000.00
16 ELUTRICAL. --r k •
16.050 Basic Electrical Make Safe - Allowance ALLOW 1.0 5,000.00 5,000.00
Sub Total- Direct Cost 134,784.00
01.780 General Insurance 1.250% 1,684.80 — o3. 60
01.007 Builder's Risk (ScaffoldingM/orking) 0.700% 581.00
01.006 Bonds (Scaffolding/Working) 1.500% 1.245.00
FEE 6.00% 8,297.69 •
20.300 TAX (Scaffolding/Working) 5.590% 5,205.61
Sub Total- Indirect Cost 17,014.10
GRAND TOTAL $151,798.10
Page 2 of 5

5013 E Washington Street
Suite 100
JOKAKE Phoenix, AZ 85034
N1.11.0111111•011Wilt Phone: 602.224.4500
torSTINCTN., WORM -PIT Fax: 602.224.1396
Date: August 16,2016 Jokake Rate Sheet
Owner Maricopa County Stadium District
Project Title: Chase Field Section 107-111 Structural Repairs
Project Address: 401 E. Jefferson St.
Phoenix AZ 85004
Mr. Daniel Rojas,
Please see below Jokake rates:
Senior Superintendent 100.00 HR
Project Assistant 55.00 HR
Project Engineer 75.00 HR
Project Manager 100.00 HR
Director 115.00 HR
Please contact me with any questions or concerns.
Sincerely,
MIKE YATES
PROJECT MANAGER
JOKAKE
AN EMPLOYEE-OWNED
CONSTRUCTION COMPANY
OFFICE: 602 224 4517 FAX: 602 224 1396 MOBILE: 602 722 1005
EMAIL: michaellales@jokake.com
MAIL: 5013 E WASHINGTON ST, SUITE 100
PHOENIX. ARIZONA 85034
WWW.JOKAKE.COM
AZ ROC# 241197 // CA LIC# 960871
Page 3015

Specialists In Structural Repair PIS Corporation Restruction Colorado
Si 3870 Platte Ave.
Sedalia, CO 80135
3434884244
Fax 3034884733
August 15, 2016 Utah
2641 South 3270 West
Mr. Michael Yates 8014724190 Salt Lake City, UT 84104
JOKAKE Fax 801.9724377
5013 E. Washington St. Suite 100 Arizona
Phoenix, AZ 85034 21275. Priest Dr. SuHe 0405
Tempe, AZ 85282
480.557.9174
Reference: Chase Field Structural Repairs 2016-2017 Preconstruction Fax 483-5574219
Dear Mr. Yates, Wabsite vAvw,rystruction.com
Following is our proposal for preconstruction services for the 2016-2017 Chase Field
Structural Repair Project.
Scope of Work
Preconstruction
CD • Engage in preconstruction meetings to aid in the development of the project.
• Visit the site to develop and provide a streamlined cost effective project plan.
• Input all costs into the MCSD Spreadsheet to be used in the Chase Field repair
project.
Costs:
Unit Total
Item # Description Quantity Units Price Cost
1 Preconstruction Meeting 6 @ lhr 6 HR $92.00 $552.00
2 Site Visits 24 HR $92.00 $2,208.00
3 Estimate Project & Populate Spreadsheet 40 HR $92.00 $3,680.00
Total $6,440.00
Allowances
Al Shoring & Access Allowance EA $15,000.00
A2 2 Working Crew Days Allowance 1 EA $40,000.00
Conditions of Payment
Invoices are due 30 days from the invoice date. A 1% discount is offered if payment is
received within 15 days of the invoice date. All invoices over 30 days will be assessed a
service charge of 1 ih% per month from the original invoice date.
Page 4 of 5

Conditions of Bid
• AU debris, material, and equipment will be satisfactorily removed from the site at the
completion of the work.
• Certificates of insurance will be provided before the work is started.
• Cost estimate includes Restruction Corporation standard insurance limits and AIA
indemnification language.
• Permit fees, tax and any outside testing is not included.
• Price valid for 30 days from date of proposal.
We appreciate the opportunity to provide you with our services.
OK to Proceed By:
On Behalf of
Date:
0
Page 5 of 5

Tab 2 - GMP Schedule
of Values

09120116 Cost Total $21,160.00 $46,000.00 $34,500.00 $10,120.00 $92,000.00 $9,660.00 $250.00 $650.00 $700.00 $1,200.00 51,500.00 $5,520.00 $150.00 $1,950.00 $8,000.00 $2,500.00 $10,850.00 $30,126.00 $2,487,216.34 516,850.00 $4,500.00
STATUS: DATE: /
Subcontract Other 250.00 650.00 30,126.00 2,487,216.34 16,850.00 4,500.00
PRICE
General Contractor 21,160.00 46,000.00 34,500.00 10,120.00 92,000.00 9,660.00 700.00 1,200.00 1,500.00 5,520.00 150.00 1,950.00 8,000.00 2,500.00 10,850.00
Equipment 700.00 1,200.00 150.00 1,950.00 8,000.00 2,500.00
Materials 1,500.00
Bid Total Labor 21,160.00 46,000.00 34,500.00 10,120.00 92,000.00 9,660.00 5,520.00 10,850.00
Base
- Values Labor Rate 115.00 100.00 75.00 55.00 100.00 105.00 15.00 43.75
of
Schedule Hours 184.0 460.0 460.0 184.0 920.0 92.0 368 248
-
Scope
107-111 85004 ruction
Section AZ District Equip Demo PROTECTION Rest
Repairs Phoenix Stadium Description REQUIREMENTS & Soil MOISTURE outside
Structural SI, County Director Manager Engineer Administrator Superintendent Manager Delivery Cleaning Supplies Material Equipment Labor CONDMONS Demolition/ Restoration Masonry &
2016-17 Jefferson E. Maricopa GENERAL Project Project Project Contract Project Safety Submittal Prints Blue Dumpsters Barricades Protection Site Progressive Safety Miscellaneous Rental cleaning Final Skilled SST EXISTING Building CONCRETE Concrete MASONRY and Mortar THERMAL Caulking/Fireproofing Allowance
401
Name: Location: Division 1 2 3 4 7
Project Project Owner: 01.105 01.110 01.115 01.116 01.120 01.123 01.305 01.310 01.515 01.531 01.532 01.561 01.575 01.600 01.610 01.710 01.810 02.060 03.700 04.100 910 07

.4.00 $4,.. $5,300.00 $16,808.00 $25,580.00 $13,533.00 $3,400.00 $36,405.00 $35,454.00 S2,925,907.34 ($96,220.92) $0.00 $134,693.07 537,054.74 $21,010.04 $45,336.67 $3,067,780.94 $184,066.86 $3,251,847.80 $181,778.30 $507,718.76 $3,433,626.10
I
16,808.00 25,580.00 13,533.00 3,400.00 36,405.00 35,454.00 2,670,772.34
4,025.00 5,300.00 255,135.00
I
1,400.00 1,800.00
2,625.00 3,500.00
43.75 43.75 43.75
60 80
0.000% 4.760% 1.250% 0.700% 1.500% 6.00% 5.590%
CONOMONING
MR Contingency
Drywall VENTILATION Allowance Work Pre-Con Work the
& Ceilings SUPPRESSION - the of from Contingency Construction of TOTAL
Framing Sprinkler Design ELECTRICAL Cost Cost Risk Cost
FINISHES Wall Acoustical Painting FIRE Fire PLUMBING Plumbing HEATING HVAC HVAC Electrical Direct Deduct Owners Jokake Insurance Builders Bond Subtotal FEE Subtotal TAX Indirect GRAND
21 22 23 26
09.110 09.500 09.900 15.300 15.400 15.500 15.500 16.050 - 19.050 19.200 01.780 01.006 01.006 20.300

Tab 3 - Allowance
Tracking Sheet

JOKAKE
IM•1011.11111•11,011110•• COMIN.M
Owner Change Request and Change Order Tracking Sheet
Project: Chase Field 2016.17 Structural Repairs Date: 911312016
Address: 401 E Jefferson St. Phoenix AZ 85004
Pre-Construction Amount $151,7913.10
xxx.xx=Charge (xxx.xx)=Credit
Allowance - 02.010 Testing Exploratory/Soil
4,000.00
Date Submitted Date Approved Item Submitted Approved
- Totals: $0.00 $0.00
. 1.4% :' - 7- .; : . ,. — • ,. ,
*Revised
Original Contractor Allowance Amount: (4,000.00)
Pending Contractor Use Allowance Amount: 0.00
Approved Contractor Use Allowance Amount: 0.00
Rerraining Allowance Amount: (4,000.00)
Total: (4,000.00)
xxx.xx=Charge (xxx.xx)=Credit
Allowance - 07.910 Caulking/Fireproofing outside Restruction Scope
4,500.00
Date Submitted Date Approved Item Submitted Approved
Totals: 90.00 $0.00
- - ,
*Rev;sed
Original Contractor Allowance Amount: (4,500.00)
Pending Contractor Use Allowance Amount: 0.00
Approved Contractor Use Allowance Amount: 0.00
Remaining Allowance Amount . (4,500.00)
Total: (4,500.00)

0 KA 1([
xxx.xx=Charge (xxx.xx)=Credit
Allowance - 15.500 HVAC Design
3,400.00
Date Submitted Date Approved Item Submitted Approved
Totals: $0.00 $0.00
- ,. 7.-:•;.:, _ _ __ _ -- - • • •--. . 1
'Revised
Original Contractor Allowance Amount: (3,400.00)
Pending Contractor Use Allowance Amount: 0.00
Approved Contractor Use Allowance Amount: 0.00
Remaining Allowance Amount: (3,400.00)
Total: (3,400.00)
xxx.xx=Charge (xxx.xx)=Credit
Contractor Contingency Change Request
114,018.34
Date Submitted Date Approved Item Submitted Approved
Totals: $0.00--r • MOO
'Revised
Original Contractor Contingency Amount: (114,018.34)
Pending Contractor Use Contingency Amount: 0.00
Approved Contractor Use Contingency Amount: 0.00
Remaining Contractor Contingency Amount: (114.018.34)
Total: (114,018.34)
xxx.xx=Charge (xxx.xx)=Credit
Change Request
Date Submitted Date Approved Item i Submitted Approved
Totals: $0.00 $0.00
_ _ _ ___ --.._.1.a.......-----. —31111.1111111.1111111111= JANA . . .- - -- - ----- - -..-- ,
*Revsed
Pending Change Request: $0.00
Approved Change Request: $0.00
Total $0.00
Total: $0.00

419.1c.
[
Date Approved Owner Contract Change Orders '' . Approved Amount
Pre-Construction Amount: $151,798.10
Constniction Arno nt: $0.00
Revised Amount: $151,798.10
Submitted Pending Change Request: $0.00
Allowance Balance: ($11,900.00)
Contractor Contingency Balance: ($114,018.34)
Date Requested Upcoming Pricing Request P

Tab 4 - Clarifications

Clarifications
Project: 2016-17 Structural Re. airs Section 107-111
Division
_;....:, -..,i...
..—......_—__.........._________
General:
1 - All work is to be performed during normal working hours, except as needed for shutdowns and tie Ins
2 -All areas affected by construction will be vacated and emptied.
3 - All work will be completed in one phase.
4 - Pricing assumes that parking is available at no cost to Jokake or its subcontractors
5 - Exclude all permits or permit fees.
6 - Exclude exact match to existing materials, All finish materials will match close as possible.
7- Exclude all Asbestos identification or removal. Maricopa County to provide asbestos testing report to Jokake prior to start of any
demo work
B - Exclude all design and engineering except as listed below.
9- Exclude relocation or removal of furniture or wall hangings.
10- Exclude all teleidata cabling.
11 - Exclude service or repair of existing HVAC units.
12- Exclude certified air balance.
13- Exclude relamping or new ballasts of existing light fixtures.
14- Exclude any engineering or architectural fee or calculations except as fisted below .
15- General requirements are figured as fixed sum and will be billed as a percentage based on project completion
16- Assumes onstle restrooms can be used by construction persons.
IIMI
1 - Save Per Drawings
-I:: i
1 - Direction of Structural Concrete Repair Scope Per Drawings,
2 - Structural Concrete Repair quanities per the attached Maricopa County Stadium District (vanity spread sheet as agreed upon by
Marico • a Coun Stadium District and Restruction Co ioration
III 3 - Assumes shoring from soil per Soeedie.
MASONRY •
1 -Scone Per Drawin• s
IMIlt—A,- - - ._ -
1 - Scope Per Drawings.
• _ ' • " ,-- :worms s COMPOSITE& . .
1 - Sco , e Per Drawin• s
MI
..
MEM THERON-. .9469; .)ISTIMil MOTECTION
1 - Scope Per Drawings
. .....
OPEKKOS , .
1 - Sco he Per Drawin•s
9 FINISHES , . ..
1 - Scope Per Drawings.
Page 1 of 3

Clarifications
Pr*ct ç2018-17 Structural Re Ire Section 107-111
Division
I0 inIEMMI - 1111111111111111.M.1111=1.0
Exclude All
Tmoz_va--4-.51-remmerxr
Exclude All
-.111
Exclude All — —
----.............All
Exclude All —
..
1 - Provide labor, materials, and equipment to remove and temporaly alter fire sprinkler system in grounds keeping area for structural
repairs.
2 - Assumes pipe and hanoers can be re-used for re-Install
"IMMIII.:1 . I.
1 - Sco • e 6 er Drawin.s.
2 - Remove and dig Pose of rain • utters stem in *rounds keei i • area Assume cutti 1 of ancors flush and atchin holes
3 - Assumes la .e storm drain , • es can be reused and reinstalled
1 - Sco e er Drawl •s.
_ 2- Includes desk n to re-route duct as shown on drawin s Assumes same De and size of duct.
1 - Remove/move and reinstall conduits. lighting, and cable tray for structural repairs
27 COMPAMICAtiONS
Exclude All
23. = -._1_11:2.5,.. --itz, SEOURETY
Exclude All
El
EARTiresORIC
Exclude All
32 EXTElliQft_ljaPIWVEDIENTS __________ -
Exclude All
33 L1111.1TIES
Exclude All
IRANSPORTAIKIN
Exclude All
35 11NAITRYMAY11 MARINE
'Exclude All
41 MATERIAL PROCESSING& HANDLING EQUIPMEN.T
Exclude All
Page 2 of 3

Clarifications
Project: 12016-17 Structural Re +airs Section 107-111
-
Division
44 POLLUTION CONTROL EQUIPMENT
-
Exclude All
411 WAIF-RAND WASTEWATER EQUIPMENT
Exclude All
ALLOWANCES./• COKTINGENCY --------
Allowances and Contingency:
1. Any allowances or contingency not used will not be billed to owner.
.
2 Must have written authorization from owner prior to use of any allowance and contimgency.
Page 3 013

Tab 5 - Plan and Spec
Reference Matrix

DATE: 0911212016
MAKE Exhibit B - Document Loq
Project Name: Chase Field Repairs Section 107-111
Project Location: ain E. Jefferson Si, Phoenix, AZ 85004
Owner Maricopa County Stadium District
Jokake Project Number: 40-16100-001
Stamp/ Drawing Title
Sheet Number Drawn by Date
T1.0 Gervasio 6 Assoc., Inc. 9 19201 . Tido Sheet
-
11.1 Gambia & Assoc., Inc. 9 192016 Base Bid and Unit Costs
A1.0 Gervask3 & Assoc.. Inc. 7/152016 Repair Location Plan and Sections
A2.0 Getvasio & Assoc.. Inc. 6/19,2015 Top Deck Repair Plan Lower BovA Sections 107-109
_
A2.1 Gervasio & Assoc.. Inc. 71152018 Top Deck Floor Plan Lower Bowl Sections 109-112
A2.2 Gervasio & Assoc.. Inc, 7115/2016 Floor Plan at Main Concourse Sections104-107
P.2 3 Gervasio & Assoc.. Inc. 8092016 Floor Plan at Main Concourse Secti3ns101-105
P.30 Gervasio & Assoc., Inc. 71102016 Partial Floor Plan Below Bowl Sections 107-109
A3.1 Gervasio & Assoc . Inc 7115:2016 Partial Floor Plan Below Bowl Sections 106-112
P.40 Gervasio & Assoc.. Inc. 7/102016 Stair Sections and Misc. Delads
P.50 Gervasio & Assoc.. inc. 7/15/2016 Waterproofing Details
P.6 0 Gervasio & Assoc.. inc. 162016 Architectural Details
A7.0 Gervasio & Assoc.. inc. 162016 Architectural Details
A8.0 Gervasio & Assoc.. inc. 7/102016 Floor Plan at Groundskeeping Area - Bid Alternate No t
S1.0 Gervasio & Assoc., Inc, 19/2016 Structural Notes and Details
52.0 Gervaso & Assoc.. Inc. 19/2016 Top Deck Repair Ran Lower Bowl Sections 107-109
52.1 GerVI35i0 5 ASSOC.. Inc. 19.201/ Top Deck Repair Plan Lower Bowl Sections 1e9-111
S30 Gervasio & Assoc., Inc 019/2016 Below Deck Repair Plan Lower Bowl Sections 107-109
$31 Gervasio 6 Assoc.. Inc. 811912016 Below Deck Repair Plan Lower Bowl Sections 109-111
54.0 Gervasio & Assoc.. Inc. 7115/2016 Guardra I Foal Details
55.0 Gervesio & Assoc.. Inc. 8/1912016 Expansion Joint Details
$5.1 Gervasio 5 Assoc.. Inc. 71152016 Top ol Precast Tread & Riser Repairs
55.2 Gervasin 6 Assoc., Inc, 7/15:2016 Top ol Precast Tread & Riser Repairs
$5.3 Gervesto & Assoc.. Inc 711512016 Top at Precast & C I-.P Repair Details
$5.4 Gervasio & Assoc.. Inc. 811912016 Precast Riser Bearing Details
$6.0 Gervasio & Assoc.. inc. 7.15/2016 Corcrele Wall Plan II Details
$6.1 Gerrasio & Assoc., Inc. 9192016 lbncrele Wail Details Grid R16
S6.2 Germanic & Assoc.. inc. 8/19/2016 Concrete Wall Details Gnd R15
56.3 Gereasio a Assoc.. Inc, 8119/2015 Concrete Wall Details Grid R14
$6.4 Gervasio & Assoc., Inc. 0192016 Concrete Wall Details Grid R13
S6.5 Gervasio & Assoc., Inc. 7:152016 Concrete Wall Details Grid R13
56.6 Gervasio & Assoc.. Inc. 7/15/2016 Concrete Walliftlsers Details
S6.7 Gervaslo & Assoc.. Inc. 7/1512016 Concrete Wan Details
$6.6 Gervasb & A530C.. Inc. 8/1912016 Concrete Wee Details
57.0 Gervaskr & Assoc.. Inc. 8/19/2016 Precast Concrete Column Details
$7.1 Gerasia & Assoc., Inc. 7/15/2015 Precast Concrete Column Details
57.2 Gerrasio 6 A550C., Inc. 711512016 Precast Concrete Column Details
S-B.0 Genesis & Assoc.. Inc. 711512015 Raker Beam Details
$6.1 Gervasb & ASSOC.. Inc. 71152016 Raker Beam Details
59.0 Gelvasio & A330C . Inc. 7/1512016 Foundation Plan & Details. Bid Alternate No 1
S9.1 Gervasio & Assoc., Inc. 8/1912016 Sections • Bid Alternate No. 1
Gerrasto & Assoc,. Inc. 8/102016 Technical Specifications
Maricapa County Stadium Dtstrict Contractor General Work Aggremeni
Maricopa County Stadium District Parking Aggrement
Man/cope County stadium District ContrectorNendor Policies
Marlcopa County Stadium District Electrical Aggrement
Jokake Consiruction Safety Plan

Tab 6 - Sub-Contractor
Backup Pricing

- -
$ $
- -
19.9.16 $ $
Date: Demo - -
Supplier Dickens Demo bid
no
I Building or $ $
Subcontractor Specialty bid - -
Demo
Selective no
AZ
$ $
-
Marks Valley bid NO
no
$ $
00 00 00
Straight Arrow 24,862.00 X X 264 30,126 30,126
5
$ $ $ $
Sections: COST BID
SUBTOTAL
BOND
107-111 COMPARATIVE
Specification
Section -
Scope and Quantities locations TOTAL
Repairs Work keep repair
of grounds wall
Field Yates Items Approximate at at included
walls back
Chase Mike put =
CMU CMU and x
by: of Attached
Project: existing off removal
Prepared of haul dirt Data
Bid cutting and REMARKS.
Base Saw Demo Subgrade Backup

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC
'20 W. Southern Ave -4.107.60:deir• Quote
.eson, AZ 85353 US Native American Owned Company Date Quote #
(623)694-3345 I 08/25/2016 2510
str.arrow.az@gmail.com Exp. Date
10/25/2016
Address Ship To
Jokake Construction Chase Field Repairs
5013 E Washington St. Suite 100 401 E Jefferson ave
Phoenix, AZ 85034 USA Phoenix AZ 85004
Sales Rep
Kenny
Activity rQuantity Rate Amount
• Sawcut, demo, and export 70 of existing cmu wall at column line CC. as shown in 24,862.00
details.
eellitin14114114464-
• Demo price is based on demoing all at one time.
ADDITIONS: this quote shall become part of any PO and/or any notice to Total $4062.00
proceed for the aforementioned undertaking(s).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private locators, hard soil conditions, unforeseen conditions, landscape,
off hours & holiday work, environment abatement, traffic barricades,
n trips, and any
Accepted By Accepted Date
ROC 271567 KB-1 DUAL, ROC 246308 K-3I DBE Certified Company

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC Quote
— '20 W. Southern Ave
eson, AZ 85353 US Native American Owned Comp any Date Quote #
(623)694-3345 09/12/2016 25/8
str.arrow.az@gmail.com Exp. Date
10/12/2016
Address ;Ship To
Jokake Construction Chase Field
5013 E Washington St. Suite 100
Phoenix, AZ 85034 USA
Sales Rep
Kenny
Activity Quantity Rate 1 Amount
• Pricing for cost #86 to remove l'xrx86 of soils by hand, stock pill on site and 5,264.00
backfill at later date,
+WI 940
CP111r1:11T-311 G•01171EIT
-lin4icif-lad1fla4466446,44 ,411-etrif5eretts-srfirl65-pur Trrft7
iGing-to-paint.as..4.1k4.14at-adclitional-eon-woltg .60
• • •.!.. • . • • • • 683 11.00 00
[194004
ef-par41-rAil..
• Ai4caaate-tiCIpainl.147-11-GLAaad-Ftli 157 1 00
• Priees-de-aet-iarrluile-fiemerfliftwell-er-Rre-ranflerreg
Ale
ADDITIONS: this quote shall become part of any PO and/or any notice to Total $2
proceed for the aforementioned undertaking(s).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private locators, hard soil conditions, unforeseen conditions, landscape,
•-ation, off hours & holiday work, environment abatement, traffic barricades,
.1 trips, and any
Accepted By Accepted Date
ROC 271567 KB-1 DUAL, ROC 246308 K-31 DBE Certified Company

$16,139.40 $0.00 $90.654.00 $3.626.16 $6.043.60 $6.043.60 $1,804.06 $7.216.24 $1.208.72 $2.061.99 $22.965.68 $0.00 $13,295.92 $0.00 $6,043.60 $2,417.44 $16,922.08 $1,804.06 $2,061.99 $173,114.16 $2,253.36 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $6,834.66 $26,755.20 $4,787.70 $0.00 50.00 5114.086.28 $0.00 $0.00 $0.00 $83,685.90 $0.00 516,099.42 50.00 $3,009.21 $7,484.82 53,102.12 $6,278.46 $3,213.25 $89309
19.20.16
Date:
I
Repair Supplier Ouanity $58.16 $135.65 $1.208.72 51,208.72 $1.208.72 51,208.72 $1.804.06 $1.804.06 $1,208.72 $2,061.99 51.208.72 $1,208.72 $1,208.72 $1,208.72 $1.208.72 $1.208.72 $1.208.72 $1,804.06 $2,061.99 $171114.16 $2,253.36 $2,253.36 $2,253.36 52,253.36 $2,253.36 52,253.36 $227.49 $1.992.88 $325.46 51,114.80 $1.595.90 51.114.80 $1,595.90 $1,358.17 $1,358.17 $752.63 $752.63 $820.45 $820.45 $220.54 $227.43 $81.33 $356.42 $1,034.04 51.046.41 $642.65 $693.09
or
per
Concrete Subcontractor Cost
277.5 0 75 3 5 5 1 4 1 1 19 11 5 2 14 1 1 1 1 0 0 0 0 0 0 0 21 24 3 0 Li 84 o o o 102 0 73 0 37 21 3 6 5 1
Ouanity
161s5.0 4/55.0 3/s5.0 3b/s5.0 4b1s5.0 16/s5.1 16/s5.1
Restruction Corporation Detail 81s1.0 10/s1.0 14151.0 19/51.0 6/s4.0 7/s4.0 81s4.0 9154.0 10/s4.0 121s4.0 16/s4.0 52.0.52.1 s2.0.s2.1 s2.0,s2.1 s2.0,s2.1 17/s4.0 191s4.0 201s4.0 6/55.1 7/s5.1 81s5.1 9/s5.1 10/s5.1 191s5.1 201s5.1 6/s5.2 81s5.2 91s5.2 10/s5.2 16/s5.2 17/s5.2 18/s5.2 14/s5.2 15/s5.2 191s5.2 11s5.3 2/s5.3 4/s5.3 6/s5.3
s2.1. 10/55.0, 20/55.0, 20/s5.2. 20/55.2, 10155.0, 20/s5.0,
- Sections:
joint
Specification expansion
of
- length
Scope
along repair repair
vertical/overhead) riser riser
13 connections w/o w/o
work) & Row joint joint
and Quantities (formed above fixed
Work (fiat Bar wall wall wall wail 3 4 6 7 wall and expansion expansion
of Concrete Concrete place place place place Keynote Keynote Keynote Keynote place sliding of of joint joint joint joint
107-111 Items Approximate Reinforcing in in in in per per per per in restraint connection connection joint joint side side caulk caulk caulk caulk edge
place cast cast cast cast wall cast slide fixed
Deteriorated Deteriorated One riser bead in riser of of of of joint riser riser riser riser riser steps of of slide fixed expansion expansion at at at at at at edge riser 39
Section of PC PC cast PC top at top top top PC PC PC PC PC PC PC top top seismic plate plate joint joint tread joint joint joint joint joint Joint PC Row 39
of of splice al at at at at at at at at at at at at at at at at resident resilient of of caulk caulk PC connection connection connection connection at at at at at at riser of end Row
Repairs Repair Repair repair repair repair repair repair repair repair repair repair repair repair repair repair repair repair repair repair T&R side side seismic seismic at at at PC repair al curb riser at
Field and and Injection post post post post post post post post post post post post post post post post post PC seismic seismic fixed slide with with repair repair repair seismic seismic seismic seismic connection connection connection connection connection connection of connection repair PC PC bead tread
Yates Welding-Welded of at at point repair thickness at at PC PC
Chase Mike Removal Removal Epoxy Handrail Handrail Handrail Guardrail Guardrail Guardrail Guardrail Guardrail Handrail Guardrail Guardrail Guardrail Guardrail Guardrail Handrail Guardrail Guardrail Repair tread tread T&R T&R tread tread tread tread tread tread tread tread T&R T&R T&R T&R T&R T&R Partial T&R riser Repair Repair Repair Repair
1 1 PC PC PC PC PC PC PC PC Pick PC PC PC PC PC PC PC PC PC PC PC PC Full
by:
Project:
Prepared lA 2 3 4 5 6 7 B 9 10 11 12 13 13a 13b 13c 13d 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44
Cost
Unit

$256,26 $2,469.15 $598.07 $1,269.11 55.709.26 $18,041.54 $13,968.90 $88,310.51 555,569.69 $8,980.96 $18.657.15 $2,905.58 $6,347.15 54,599.95 51,328.91 $13,645.90 537,725.16 551.261.89 $43,071.30 521.829.75 53.703.96 54,217.01 $1.239.54 546,773.55 522,609.90 $5,642.76 $32,870.42 $0.00 $0.00 $47,765.27 $17,184.35 $26,841.16 52,402.25 $13,051.58 $12.230.20 516.217.35 $3,782.28 $6,784.72 52303.71 $82,034.40 $4.006.81 50.00 $0.00 $51,565.00 56,880.00 $0.00 $0.00 $0.00 $0.00 $0.00 $801.14 $0.00 $0.00 $0.00 $0.130 5139,849.32 589,526.05 $38,270.22 $0.00
5256.26 $823.05 $598.07 $1.269.11 55.709.26 $820.07 $1.552.10 $1,243.81 $561.31 $561.31 $1,243.81 $2,905.58 $6,347.15 5919.99 $1,328.91 $1.364.59 537,725.16 $51,261.89 543,071.30 $21,829.75 51,851.98 54,217.01 $1,239.54 $46.773.55 52.260.99 $2.821.38 532,870.42 50.00 $47,765.27 $17,184.35 $26,841.16 52,402.25 $13,051.58 $12,230.20 516.217.35 $1.891.14 $6.784.72 52.703.71 54.317.60 54.006.81 50.00 $67.82 $103.13 $6.88 $243.03 $400.57 5319.79 590.43 $20.35 $26.30 $890.76 $17.905.21 $311.14 5177.12
1 3 1 1 1 22 9 71 99 16 15 I 1 5 1 10 1 1 1 1 2 1 1 1 10 2 1 0 1 1 1 1 1 1 1 2 1 1 19 1 0 0 500 1000 0 2 0 0 0 0 157 5 123 0
15/s6.7
16/s6.1 16156.2 16/56.3 16/s6.5 16s6.6 17/s6.7, 16/s6.7 181s6.7 13/a5.0 16/a6.0
8/55.3 151s5.3 16155.3 17/55.3 18/55.3 6/55.4 16/s5.4 9155.4 10/s5.4 191s5.4 20/s5.4 61s6.0 11/56.0 16/56.0 19/s6.0 201s6.0 71s6.5 9/56.6 19/56.7 19a/s6.7 16/57.0 16/57.1 18/s7.1 6/s7.2 7/s7.2 9/s7.2 16/57.2 19157.2 161s8.0 6/58.1 15158.1 18/58.1 19/56.6 20/58.1 15/a5.0 5/a6.0 7/a6.0 8/a6.0 15186.0 11/a6.0 9/a5.0
61s6.1, 6/s6.2, 6/56.3. 11/s6.4, 61s6.6, 16/s6.7, 11/s6.8, 11156.8, 6/a5.0. 181a6.0.
6/s6.7,
R16-BB
joint joint
Grindline
expansion expansion at
joint at Joint joint at column
expansion wall caulk expansion wall of Joint of
at shear at Joint at shear R11-CC side shown side
wall PC wall wall PC each R144361 either
shear and/or and/or caulk at shear and/or wall wall Gridline at raker R15-DD R14-DD Gridline R13-CC specifically on
PC raker raker wall PC raker wall place place at of at ONLY deck
and/or at at and/or and/or at bearing on in Scope joint RIB-CC step Gridline Gridline beam Gridline not Scope Scope Scope concrete
108 embed embed embed R16 R16 riser retaining cast cast at RC expansion center at at beam beam at plates ECS RC RC RC Level (Restruction)
2 raker and and raker raker and Gridline Gridline R16 R15 R14 R13 PC at wall wall Not Gridline and patch patch raker raker raker beam wall of Not Not Not existing width joint 100 Level Level
section Gate at at at of of bearings Gridline Gridline Gridline Gndline bracket below place connection connection place place at at corbel corbel R15-BB and brackets at at beam raker sail and/or mounting part as of proper across at Cleanup 100 100
at 39 at tread assembly assembly assembly assembly assembly assembly south north riser at at at at steel wall in cast in cast in cast column corbel corbels. and and corbel, patching raker and beam seat corners to surfaces stud Reinstallation at at
Row tread 1 PC bearing bearing bearing bearing bearing bearing wall wall wall PC wall wall wall wall support and diagonal restraint restraint concrete and column. column column Gridline column, support concrele_patching al column existing raker bolts damaged width at buildingup joint seal ECS and Shores Shares
at PC of Gate and riser below shear shear shear shear 53 riser non-retaining non-retaining column of at and concrete step of at seal joint tape or uneven and Protection Post Post
tread end column at wall slide slide fixed fixed fixed fixed retaining retaining PC retaining PC PC PC PC riser riser PC west seismic seismic precast of top of top of top column of top riser center of lop tierx86' holes damaged needed exisitng flashing down expansion out existing existing Custom Standard
PC at at wall at of of of of of of at at of of wall of of of of PC PC of at of of at at top at at at at at depth depth al at of if out of of Removal
Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair Repair -Repair Repair Precast Partial Partial Repair Repair Remove Repair R&R R&R Modify Install Grinding Build Grinding Repair Repair Seat Temporary Install Install
45 46 47 48 49 50 51 52 53 54 55 56 57 56 59 60 61 62 63 64 65 66 67 68 69 70 71 72 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 95 96 97 98 99

-
$
1.9.00 $0.00 5106.375.00 516.328.90 5227.497.83 $75,609.00 $71,380.62 $14,585.77 $13,064.00 $50,931.30 50.00 516,474.62 $55,238.40 50.00 50.00 $0.00 $0.00 56,104.00 $58,749.56 547,672.03 487,6.345
52.487,216.34 -
-
5
51,524.10 $2,032.13 $106,375.00 $466.54 $13.11 $504.06 5466.54 $29.23 $13,064.00 $485.06 $133.94 $230.16 $6,104.00 $58.749.56 547,672.03 -
0 - 0 1 35 17353 150 153 499 1 105 123 240 0 0 1 1 1 . $
-
NO
5
-
$- CYES
_ $
COST RID
SUBTOTAL
BOND
COMPARATIVE
TOTAL
Level
111-112 R14 100 at Level
From 107-111 rtg Risers Joints 105-107 100
Joint Level & Control Repair Assemblies Below
100 From Tread at Adhesive born Riser
h High Expansion at Joint © & Joint & Bearing Pedistals
3 HI 4 Waterproofing Expansion Joint Caulking Material Expansion Tread Coat Jacking Side Side
Towers Towers Shoring DSM-FR2 Expansion Replace at Epoxy Replacement Slide Fixed 1-6
Shoring Shoring and Emseal of SJS-FR3 and Nosing SJS-FR2 Dowel & Remove Boll Demo Demo repair Protection Rows
New New & included
Install Install Scaffolding Install Installation Install Install Remove Aluminum Install Install Sandblast Install Seismic Seismic Seismic Shoulder GoDaddy Remove Mobilization = ......-----------
x Attached
Oath
REMARKS: Backup

Nemo Unte Calf I New Omealption Now Detail New CturstOY Haw Unit Sea Old Unlit Cost Total 1id Ps kg
11 umoul and Repair of Patent:gated Concrete work! 5909.13
1B I 4 ernoo.l and Repair of Oetwiorated Concrete 'formed .1 seri cal..overheadi 51 10069
Erna, In,ection 177.5 55116 554.97 516.13640
WeldIng-Welded 511c• of One RaInforcing Bar •41.0 1135.65 912900 50.00
Handrail put rapag at PC riser 75 51.20172 $_ r1, 50.70 p95,654.00
Handrail post recmir at PC Head 14.41 0 $1.060.70 , 53.6213.36
Handrail put repair at cast in,,eace 1911.0 51,206.721 5_,_gt.a1 0 54.04360
Guardrail post r•onr at PC dear 514 0 51.2013.71 5106070 56 043.60
Guardrail pant ratuir, at too of cast in talflea hal above Rove 13 11.604.06 51 621.74 11.804.06
Guar dra it post repair al top of cast in am. wall 4 51.514 06 51.621.74
Guardrail putt repair at lick of sect inptan. wall 51.208.72 51060.70 31 208 72
Guardrail post repair at tap of cast in place wall 11.14.0 51.061.99 52 MI 99
12 Handrail ykst ropair at PC !dint lat„„_ 4.0 1172 91.060.70 122.965.68'
13 Guardrail oust repair at PC riser 1.11La_ 60. a.,211_ 117'2 51.06070 317 00
33a Guardrail pow repair at PC riser par Keynote 3 42.0.42.1 12,&I 91.06070 513 295 92
135 Goan:Ohl post repair at PC Hier per IC remit. 4 .032.1 08.72 51.060.70 S0.00
130 Guardrail pole tooth. at PC akar per Raynor. 6 0042.1 5 51.20172 51 060 70 66043,60
1.3d Guardrail post repair at PC 1414, per Ku00107 0.042.1 13201.72 91.060 70 52 417.44
14 Handrail pc st repair at PC step. 17,54.0 14 5110172 51 060,70 '.16 9:2.08
15 Guar* i mut repair it topol all 15110 1 51.80106 51.621.74 60 10004
16 Guardrail purl repair at top of cast In place wall 0044.0 1 62,061.99. 12 041.19
7 Repair of PC 11.6.1 seismic restraint sliding and fired connections along lug -ih of aapannion mnt 0 1 Ivo 0 1 5171.194.16 5171 114.16
18 PC tread uisrnic restriant slide comer Hon 15150 4145.0 1 52 253.36 52253,16
19 PC tread uurnic rest dam fixed connection 20.15.0 3115.0 0 52,263.35' 1.000
. 10 PC 150 at Ned side of ea- ansion onnt 0:45.1 36.1'45.0 0 51.253.34 5000
PC UR at Hid. tide of elk ansiozr int 10:41. Abls5.0 0 52.253.36 6000
2112 PC ad wiih seismic plait at slide tide& mpantion mint min riser repair 1115.0. 1515 1 0 51,263.36 5000
. 13 .„ PC tread wIlh mimic plate at 11,44 .14. of upon!. on mni sn'o riser renal. 1, 15.0 1.5,0.1 0 52.25336 saw
24 PC tread fIrplir at caulk knot 6:61 0 5227.49 P0-00
25 PC tread repair at caulk Wog 7115.1 a 51.99716 woo
16 NO punt rape al PC tufa 6/45.1 21 5325.46 1296.64 5181566
37 PC trud snilorria connutron at caulk joint 9116.1 24 3 .114.80 Sk.114.35 526,75520
26 PC traad seismic connection at caulk oint 1 3 51345.50 $4,787.70
25 PC tread ati utak connection at caulk Joint 19/1%.1 V161 „.16134.00 11.111.15 772.00
30 PC trud seismk connection aa caulk joint 1 ..s5.1 0 51595.90
31 PC TLR connection at Saint 6,15.2 14 11,358.17 St 200.25 5116 086.21
32 PC T&R connection at Joint 11.'i.2 0 31 958.67 51206.21 50.00
33 PC TILR connection at lialest 9452 0 5752.63 1590.16 moo
34 PC TLR connection at Iola! 10.15.2 0 752.63 6090.16 50.00
35 PC 78.9 connection at oint 1645.2 1.02 5.820 45 1750.27 113.685.90
36 PC 1613 corin•ction at Joint 67 .52 0 102045 1790 27 1000
37 i Partial repair of PC riser edge 1545.1 71 522051 5168.29 316,099.42
36 PC TIL9 conn•ction 14.115.1 0 522763 ¶19400 50 00
39 PC riser 'sou 1515.1 37 51133 511.47 goos.rk
40 Full thickness repair of PC Haw ad • 19115.2 21 535E42 515561 57,41411
At ..!_p tis air at PC slob at Plow 39 255.0 3 51,034.04 1.103450 55,102.12
42 Rank at PC Mgr end 2.45.3 6 51.046.41 15 062.67 27146
43 R11-11•11 PC tread 545.3 6 5142.65 53.213.25
AA I Rusk PC tread at Row 31 645.3 1 669109 5693.09
45 I Rmair 7-C iraad at Row 39.1 section 108 545.3 I 5256.26 5256.26
46 Resale at end of PC Head 52.463.15
AT Rraair It column 16:453 159107 5598.07
48 Repair wall at Gaut 1 13'45.3 51.269.11 269.1
Rtailf at wall and PC! gad at Gate 55.709.26
50 Repair of did. bearing apsembla at ealte4141/01 PC theat wall at expansion oini 910421 _54 51 1 054
51 Kasai, of Ude bealln assembli and embed at raker anstfor PC Maar wall at erbantIon nt S1,547,99 11568.90
52 RoF 411 of flr•d bearing avertable and rnhed at raker andfor wall at caulk :1mM 94,1523 5.80.390.51
53 lifF•11, of fired bearing assernbir al raker Niko. wan at taunt stint 1245.4 5561.31 _DILE 555569 69
54 Repair of Sand bearing assembly m raker an k oa Pr shear will at gspension Kant 19, 15,4 5561.31 9434 21 94,90035
55 ReGiir of flied bearingasembly and embed or raker anew. PC shear wall at expansion laird 20145.4 51.243.81 51.242.68 511.657,15
56 Repair at retaining will south of I116 L'a6.0 52.90535
57 RIPE air. retaining will north of Grldlint 511 1146.0 16.347.15 91 147.25
58 Repair of PC Hut 1416 0 -S- BA 5919.99 54,59995,
59 Repair of rail ainMgli arall 19,16.0 11 51.378.91 5,1-311 1,94
60 Repair will b•low PC riser belongs 1‹,.s.6 101 11,36439 51.0545.00
61 Ftepur of PC Maar will at Gridlirur Sin 614.1 11.14 I 11 537.71_5.16 517, 723.7$
62 Reran oh PC shear will Ii 'Wiggins 915 515.2. 1615.2 IL 651.261.13 551 261.89
63 Pap. r of PC shear will at Grldline 614 6.'46.3. 14.86.3 31 643.071.30 54 1 071.30
64 fleoair oh PC Mew will at Grldlirm 913 IV'S 4. 16.956 salmis 521 82975
65 Repair PCPs*, woo-art siul bucket 7:46.5 51151.1n 91701.34
64 Benne PC idur 53 and wall below PC riser bun 516.6 1646.6 54.217.01 54217.01
67 Repair of PL riser 5166 51.23954 1113131
66 Repair at west diaconal cast in *cm relainIng will 6.16 7.16,6.7, 17h6.7, 1546.7 646.77355 546 771.55
69 Repair of uisnak restraint connection at Call 111 Mau wall 19,15.7 sot 62 260.99 522 609 90
70 Repair of seismk restraint connection at cast in pia c. wag 194146.7 52 821.38 i_zrELs s
71 I Return at non- ratainina cast Sr place will /12.6.1. 531.1170.42 532.170.42
72 Rerue at norwelaning east In Nam wall 11.1.6146.7 5011 C 55.00
Not RC Scoag 60.00
74 Ramair preuat concrete column at upansion joint at Sri:gine 1 1111-CC 0.0 547 765.27 $47,765.27
75 Repair top of C1511,1117111 And corbel at Grodtrn• 916-CC 1.12 .5.12,111
76 Repair at lop ol column. carbon and crenun ano of taker at aath dd. of column at Grinding 516.911 06_64136 526,141.16
77 Repair at lop of colwnn and corbel patch at Gridline BLS 05 7.2 12.403.25 14.402.25
78 Repair at top ol column and corbel patch st Cradling R16-120 7,17.2 1111 11 5 _ 58
79 Roper at column at Grldline 815.138 512,230.20
ea Repair at lop of column corbel. and raker beam at GricEllne 814-611 1617.2 t16217.35 16,217.3.5
61 Precut riser and support bucket; 191.7.2 61.101,14 , 53,719.21
a] Partial duth concrete paichAnc at rale, beam ONO' 16.'411 5676672 60,704.72
Partial doff h eancret• Faltheng at raker beam 6.15.1 11.703,71 71
Repair at cuter [Up at raker beam 151163 54.117.60
Aspair at top of column sod raker bum at Gddliu 013-CC 111051
86 Il.mcno• 1114110' of roistine mil 19146.6
87 R. air of hole. at raker beam anSVor wa 20.451
MLR damaged seat bahs
69 011011 needed darnaced Hat mounting Dimes 5112_75
90 Mod Pp exisitngrannt width 522143
91 Paull !lashing tape at comma aspart of KS not specifkak shown OhS 0. 1.3..a5.0
Not RC Home

Plot RC Scope S0.00
Not RC Scope $0.00
95 Grinding down OF building up of existing concrete deck on either tide of joint 1046.0. 1646.0 1 $400.57 5435.79 $101.14
96 Build out expansion Mint to proper width •fa6 0 o 5319.79 5302.94 50.00
97 Grinding out uneven surfaces across Joint 15/46.0 0 19043 $0.00
96 Repair of elating seat stud 111260 0 520.35 50.00
99 Repair of mining ELS 9/a5.0 0 626.30 50.00
ALT 2 ECS and Repairs Sheet 02.3 50.00
50110
Seat Removal and Reinstallallon at 100 Level 157 5890.76 11.258.70 5139.049.31
Temporary Protection and Cleanup Illestmetion) 5 517,905.21 $9,495.20 589326.05
Install Custom Post Shores et 100 Level 123 $311.14 5453.50 538,270.22
Install Standard Post Shines al 160 Level o 5177.12 5177.03 $060
'nem!! Shoring Towers 3 High 0 51,521,10 $134533 $0.00
Install Shoring Towers 4 High 0 52,032.13 52,060.71 50.00
Scaffolding rind Sharing 1 5106375.00 522,457.20 5106.375.00
Insiell Emma DSM -311.2 Expansion Joint From 111.112 35 546654
Installation of WV oproarins 02 500 Level 17353 513.11 51673 -- 5227.497.83
Install 5.134113 Expansion.loint from 103131 130 5504.06 -415,0011.001
install New Expansion 10101 ea Tread & Risers el 5I4 153 5466.54 5615.70 571,380 62
RIIIIOY, and Replace Caulking at Control Joints at 100 levet 499 529.23 531.81 514315.77
Aluminum Nosing hlaiwiel & Adhesive 1 513.06400
Install 115FR2 Expansion Joint From 105.107 105 5445,06 NW
Install New Dowel at Tread & Riser Repair 519.62 5000
SendbLatt Si Epoxy Coat Bearing Assemblies 121 5133.94 $13355 516,474.62
Install & Remove lacking Pedinals Below 100 Level 240 5230.16 534031 555,230.40
50.00
Seiunk Boll Replacement 1313.711 50.00
Seismic Demo Slide Side o 52.256.21 50.00
Seiunk Demo Fixed Side o 52.34319 50.00
Shouldw repair 1362.83 50.00
GoDaddy Prolectlan I 56,10600 56.310.92 16,104.00
Remove Rows 1.6 I 551,749.56 556749.56
Mobilization 1 547,672.03 43250 541,412o1
Total Budget Pricing 54.504.901.14

- ..
$ $
- -
19.9.16 $ $
Date: Supplier Valley bid - -
Masonry no
or Sun
I Masonry $ $
Subcontractor Cold bid - -
Stone Masonry no
$ $
bid - -
Brothers Masonry no NO
$ $
Straight Arrow 16,500.00 X 350.00 16,850.00 16.850.00
$ $ $ _ 6-
Sections: COST1 BID
SUBTOTAL
BOND
107-111 COMPARATIVE
Specification grouted
Section - solid
Scope and Quantities location, TOTAL
Repairs Work
demo
Field of at
Yates Items Approximate footing included
Chase Mike existing =
x
by: on Attached
Project: Wall
Prepared CMU Data
Bid Lintel REMARKS.
Base Rebuild Steel Backup

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC
' 20 W. Southern Ave - Quote
eson, AZ 85353 US Native American Owned Company Date Quote #
(623)694-3345 08/25/2016 I 2510
str.arrow.az@gmail.com Exp. Date
10/25/2016
Address
Jokake Construction Chase Field Repairs
5013 E Washington St. Suite 100 401 E Jefferson ave
Phoenix, AZ 85034 USA Phoenix AZ 85004
Sales Rep
Kenny
Activity Quantity Rate Amo
• Sa gotts-wc 9.112 24,02.00 I
details:
• Rebuild cmu wall on existing footing at same location of old wall solid grouted. No 16,500.00
paint included
• Demo price is based on demoing all at one time.
ADDITIONS: this quote shall become part of any PO and/or any notice to Total; WO;
proceed for the aforementioned undertakings).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private locators, hard soil conditions, unforeseen conditions, landscape,
.*ation, off hours & holiday work, environment abatement, traffic barricades,
n trips, and any
Accepted By Accepted Date
ROC 271567 KB-1 DUAL, ROC 246308 K-31 DBE Certified Company

,
- -
$
- -
19.9.16 $ $
Date: -
Supplier
or $ $
I Paint I
- -
Subcontractor
$ $
- -
NO
$ $
00
Straight Arrow 15,758.00 x x x x 750.00 300 16,808.00 16,808.00
$ $ $ $ $
Sections: COST BID
SUBTOTAL
BOND
107-111 COMPARATIVE
Specification
Section -
Scope and Quantities TOTAL
Repairs Work locations 110.111 109.110
Field of repair 108, 107,108,
Yates items Approximate at areas included
Section section
Chase Mike construction rails back at =
guard build Pipe at box x Attached
Project: by: by and at Drain Elec
affected wall rails Walls Data
Prepared pen Existing
Bid walls bull hand CMU Existi REMARKS:
Base Paint Paint Paint Paint Paint Paint Backup

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC Quote
'20 W. Southern Ave
eson, AZ 85353 US Native American Owned Company Date Quote #
(623)694-3345 09/12/2016 25/8
str.arrow.az@gmail.com Exp. Date.
10/12/2016
:Address Ship To
Jokake Construction Chase Field
5013 E Washington st. Suite 100
Phoenix, AZ 85034 USA
Kenny
Activity Quantity Rate Amount
• Pri 52.00
baokR1-1-at-iatar-GLue
• Pricing for cost # 93 painting cmu walls that are moved, areas that are affected by 8,245.00
repairs and bull pen wall in system # 202 in section 09900 of specs. If additional
-tinting becomes necessary it will cost a rate of $2.65 per sq ft.
1‘.\01.60.
• Pricing for cost #94 paint hand rail and guard rails with system 310 in section 683 7,513.00
09900 of specs not including elastomaric wrap at base. 327 If of hand rail and 356 If
uf guard rail.
• Otiterraata to paiut 157 lf of iltind rfii4 157
• Prices do not include frame, drywall or fire caulking
ADDITIONS: this quote shall become part of any PO and/or any notice to Total 1 $2
proceed for the aforementioned undertaking(s).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private • locators, hard soil conditions, unforeseen conditions, landscape,
. -Tation, off hours & holiday work, environment abatement, traffic barricades,
n trips, and any
AcLepted By Accepted Date
ROC 271567 KB-I DUAL, ROC 246308 K-31 DBE Certified Company

- -
$ $
- -
19.9.16 $ $
Date: - -
Supplier
Protection or $ $
I I _
Fire Subcontractor Kazal Protection bid -
no
Fire $ $
_
Protection bid -
Foothills no NO
Fire $ $
00 00
RCI Systems 25,580 X X x x 25,580.00 25,580
$ $ $
Sections. repairs COST BID
SUBTOTAL
structural BOND
107-111 COMPARATIVE
Specification in
assist
Section - to work
Scope and Quantities disconnects/reconnects required of TOTAL
Repairs Work work area
of in
of wherever area standard
Field Yates Items Approximate sprinklers In included
piping damage
Chase Mike fire phoenix =
existing and of x
by: require leaks city Attached
Project: that reinstall for to
Prepared and pipes heads Data
Bid locations REMARKS:
Base Any Remove Inspect Up-grade Backup

RCI Systems, Inc.
1220 W. Geneva Dri I e
Tempe, AZ 85282
Ph. (480)894.8711
Fax. (480) 894-8740
99074 L-16 Commercial
99056 C-I6 Residential
September 6, 2016
Jokake Construction
Attn: Abhishek Shah
5013 E. Washington Street, Suite 100
Phoenix, AZ 85034
Project Chase Field Repairs
401 E Jefferson St
Phoenix, AZ 85004
Specifications: None Seen
Acklendums: None Seen
We are pleased to submit the following Proposal to remove existing piping for floor repair, and reinstall existing piping when complete in
accordance with current NFPA Standards and local codes. The existing system must meet current NFPA 13 and local code
requirements:
Price $25,580.00
Tax S408:00-
Total Twenty-Five Thousand Nine Hundred Eighty-Eight Dollars and 00/100 $46790911fOr
Alternate to add additional sprinkler heads in field maintenance area
Price $5,-80 dO
Tax .00
Total Five Thousand Seven Hundred Sixty Dollars and 00/100 $5 e 6 0
This Proposal is valid for forty ,five (45) days and carries a one (1) year warranty upon completion and is based upon the following/
CLARIFICATIONS:
• Our proposals are normally good for 45 days; however, with the volatility of the steel market we have no control over our piping
prices. At this time we cannot lock in pricing until material is ready for delivery. At this time the above price represents estimates
through forty-five days after the above date.
• The existing system must be operational and adequate to handle any and all adds and/or relocations.
• Existing system to meet all NFPA 13 and local codes.
• Price does not include necessary to overtime to meet an accelerated schedule.
• General Contractor and/or Architect providing files in AutoCAD format required for fire protection shop drawing preparation
• Price based upon adds and relocates for new walls only; all other heads to remain as is.
• The fire sprinkler water will be drained on site; there are no contingencies for offsite disposal of the fire sprinkler water included in
this price.
• We are using material per NFPA Standards and we have no knowledge of any restrictions or limitations to material to be used on
this project.
• City of Phoenix Fire performs two inspections. Any inspection costs beyond two will be the general contractor's responsibility.
• It is the responsibility of the Owner or General Contractor to warrant work area is free of hazardous materials of any sort (asbestos,
lead, etc). RCI Systems, Inc. will not be responsible for any testing, fines or penalties. RCI Systems will require verification prior to
working on site.
• Upon proposal acceptance, a Prime Contractor's Certificate (AZ FORM 5005) will be required for our records.
EXCLUSIONS: wiring; painting; alarms; premium time; tax; hydraulic calculations; fire extinguishers and cabinets; cutting or patching;
relocation of feed mains, cross mains and/or branch lines due to conflicts with other trades and ceiling elevations; FM/IRI requirements; fire
caulking; pre-action system; temporary power by others; providing hydraulic calculation plate at existing fire riser; fire hose valves; shut
down fees, plans and P.E Stamp; permits.
TERMS: Progress Billings; Net 30 days.
Respectfully submitted,
Randy Black
VP of Sales/Project Manager

-
$ $
- -
19.9.16 $ $
Date: - -
Supplier Sahurao Plumbing bid
no
or $ $
I Plumbing
00 00
Subcontractor Ryan Mechanical 14,630 X X x x x x x x x x x x 14,630 14,830.00
$ $ $
Alliance Plumbing 13,533.00 X X x x x x x x x x x x 13,533.00 13,533.0D NO
$ $ $ —
Irontree Construction 28,840.00 X X x x x x x x x x x x 28,840.00 28,840.00
$ $ $
below gutter COST BID
per SUBTOTAL
as systems reinstall BOND
107-111 disconnects/reconnect. demolished gutter then repairs. COMPARATIVE
and existing demolished, structural
Section
and Quantities (plumbing) removed If be in TOTAL
R16. to assist
Repairs Work be to gridline gutters to
of mechanical piping supports. site.
Field Yates Approximate downspout of other on piping.
Sections: Items and south or related piping piping bibbs materials included
Chase Mike water and gutters this water hose drainage =
gutter of into plumbing existing all required. and removed x
by: require feed penetrations of for holes reinstall Attached
Project: Specification that metal routing joints reinstall muse pipe as waterlines of
of patch rental store for Data
Prepared - Bid locations sheet verify and proofing and water and new and test
Scope Existing drawings to non-repaired required. Remove •Remove L Repair Equipment Install Stack Running REMARKS: Backup
Base Any Need as Fire Type

2202 West Huntington Drive
AFIRE 111111memrm) ONES wets Tempe, AZ 85282
480-785-7459
fax 480-785-7169
SNMENEREW EBBW R0C112424 • R0C112426
It mg www.allianceplumbingaz.com
.0-11.m.,,NIE • rhea
PROPOSAL
TO: PHONE: 602-224-4500 DATE: August 25, 2016
FAX: 602-224-1396
Jokake Construction Job Name/Location:
5013 E Washington St #100 Chase Field Structural
Phoenix AZ 85034 401 E. Jefferson St
Phoenix, Az
We hereby submit specifications and estimates for: PRELIMINARY PRICING OF DEMO WORK
OUR PRICE INCLUDES:
• All plumbing per plans, job walk dated 07/15/16 • Equipment rental
• Demo all metal gutters cap make safe • Install new water lines and hose bibbs
• No-hub cast iron pipe for the drain waste and vent
system (If replacing) OUR PRICE EXCLUDES:
• Sales tax • Floor x-ray
• Remove and reinstall metal gutter south of R16 • Permits
• Fire proofing of penetrations
• Type L copper pipe for all water piping ADDITIONAL PRICING:
• Remove water lines and hose reels reinstall hose reels • Replace cast iron drain in groundskeeper room,
• Repair and patch holes $2,800.00
WE PROPOSE hereby to furnish material and labor — complete in accordance with the above specifications for the sum of:
THIRTEEN THOUSAND FIVE HUNDRED THIRTY THREE DOLLARS $ 13,533.00
Payment to be made as follows:
NET 30 DAYS. A FINANCE CHARGE OF 1.5% PER MONTH WILL BE ADDED WHEN PAYMENT IS PAST DUE. (19% PER ANNUM)
All material is guaranteed to be specific. NI work to be completed in a SIGNATURE:
professional manner according to standard practices. Any alteration or
deviation from above specifications involving extra costs will be executed on:y
upon written orders, and will become an extra charge over and above the
estimate All agreements contingent upon strikes, acc dents or delays beyond NOTE: This Proposal may be withdrawn by kliance
our control Owner to carry fire, tornado and other necessary insurance Our Plumbing if not accepted within 30 days.
workers are fully covered by Worker's Compensation Insurance
ACCEPTANCE OF PROPOSAL: The above prices, specifications and
conditions are satisfactory and are hereby accepted. You are SIGNATURE:
authorized to do the work as specified. Payment will be made as
outlined above
DATE OF ACCEPTANCE:

RYAN MECHANICAL COMPANY
so+r 1325 ilondel Drive • Gilbert, Arizona 85233 (480) 497-4526 • F-1 (480) 497-4527
c-37R 098919 • L -37 0B0516 • L -39 097541
r. wc01- wiewayannte( hanicalcom
September 7, 2016
A PLUMBING PROPOSAL FOR:
CHASE FIELD SEATING REPAIR
Addenda: None.
PROVIDE 8z INSTALL:
1) 50'-Remove/Reinst 10" CI Pipe.
2) 5-Disconnect/Reconn t Revent from Wall Connections.
3) 50'-Remove/Reinstall ' Airline.
4) 1-Disonnenct/Reconnect Area Drain.
5) 1-Cut/Cap 3/4" Water in Gr nds keepers Room.
TOTAL PRICE>>>>>>>>>>>>>>>>> >>>>>>>>>>>>$14,630.00
MRRA TAX +$732
NOTE: WE ARE EXTREMELY BUSY, PI\EASE CALL TO REVIEW
SCHEDULE BEFORE AWARDING CONTRACT.
EXCLUSIONS:
1) Permits, fees, taxes & bond.
2) Mechanical/HVAC/Condensates/Fire Prot*tion,
3) Gutter Removal
4) Night Work.
5) Anything not listed above.
Thank you, for the opportunity of submitting this proposal.
Sincerely,
Sean R. Ryan
RYAN MECHANICAL CO.

Irontree Construction, Inc.
EFA 4723 E. Ingram Street Suite #101
Mesa, AZ 85205 PROPOSAL
11111 (480) 969-9966 Fax (480) 969-4455
Trontree „Contractor's Lic. R00074386 C-37
DATE: 8123/2016
JOB NAME:
TO: JOKAKE CONSTRUCTIN,4, CO. CHASE FIELD.
5013 E Washington St #100 Phoenix, AZ
PHOENIX, AZ 85034
ATTN: Mike Yates PNIONE: 602-224-4500 Delivery Method: Emalled
CHASE FIELD.
INCLUSIONS:
1) REMOVE AND REINSTALL PLUMBING RELATED PIPING TO ASSIST IN STRUCTUAL REPAIRS
2) REMOVE GUTTERS AND HAUL TO ONSITE Dr.SIVIPSTER
3) MAN LIFTS AND FORK LIFTS
4) REMOVE AND REUSE EXISTING PIPING SUPPOR
5) STACK AND STORE OF REMOVED MATERIALS ON NTE
6) RUNNING TEST FOR REINSTALLED DRAINAGE PIPIN
.:LUS1ONS:
1) FEES, PERMITS, SALES TAX & BOND
2) REPLACEMENT OF DETERIORATED EXISTING CAST IRON
3) PAINTING AND PIPE LABELING
4) FLOOR DRAINS AND STAINLESS STEEL GRATES
5) FIREPROOFING AND WATERPROOFING
6) SCRAPING OR REMOVAL OF OLD CAULKING
7) REMOVAL OF HARDWARE EMBEDDED IN CONCRETE (WILL GRIND FLUSH)
8) CHILLED WATER, FIRE PROTECTION, CONDENSATE DRAIN AND AIR PIPING
9) DUMPSTERS
We Propose hereby to fum sh material and labor - complete In accordance with the above
specifications, for the sum of:
Twenty Eight Thousand Eight Hundred Forty Dollars and No Cents $28,840.00
Payments to be made as follows:
Arizona Prompt Pay Law: A.R.S. 32-1129 Estimator
Signature
All material Is guaranteed to be as specined. All work to ba completed in a professional manna r az corning to Natio°. This proposal may beNithcirawn by us 30
standard practices. Any alteration or deviation from Above specifications invioving extra costs wilt be executed only if not an:ivied within
upon written orders, and will become an extra charge over and above the estimate. All agreements condgent upon Days
strikes. accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary Insurance. Our
-a are fully covered by Workers Compensation Insurance.
Authorizing
Acceptance of Proposal - The above prices, specifical ons and conditions are Signature
satisfactory and are hereby accepted You are authorized to do the work as specified Payment will
be made as outlined above.
Date of
Acceptance

- -
$ $
- -
19.9.16 $ $
Date: - -
Supplier
I or _ $ $
HVAC - -
NewGuard Mechanical bid
Subcontractor no
$ $
_
- -
Arrepros bid NO
no
$ $
00
cooling 36,405.00 36,405.00
Air 36,405
Artic & x x x x x x YES
Heating #-----
$ $ t $
COST BID
Sections: on SUBTOTAL
indicated BOND
107-111 as COMPARATIVE
Specification
Section - repairs. ductwork work.
Scope and Quantities plans. liner) duct TOTAL
Repairs Work structural the (2"
disconnects/reconnect per lined rerouted
of In as dumpsters. In
Field Yates Items Approximate assist ductworks metal damper included
Chase HVAC to onsite sheet
Mike ductworks metal into 27" fire = x
by: require sheet x 58 (1) one Attached
Project: that reinstall debris Install Install
Prepared and existing HVAC and and Data
Sid locations of all REMARKS:
Base Any Remove Demo Place Furnish plans. Furnish Backup

PROPOSAL 14° 1076
ARTIC AIR HEATING & COOLING
Chilling The Valley For Over 21 Years Page 1 of 2
P.O. Box 71626
PHOENIX, ARIZONA 85050
(623) 582-8004 FAX (623) 582-8014
PHONE DATE
TO: Jokake Construction 9/8/2016
AU: Abhishek Shah JOB NAME / LOCATION
Chase Field - 2016/17 Structural Repairs
401 E. Jefferson St.
Phoenix, AZ 85004
JOB NUMBER JOB PHONE
We hereby submit specifications and estimates tor
Furnish & install the FIVAC scope of work per the plans (sheets A3.0, A3.1, & A8.0; dated 7-15-16, with no revisions), Addendum #1, and
the following scope of work
Ouote includes:
• HVAC Demolition: Remove approximately 90-lineal feet of existing sheet metal ductwork as noted on sheets A3.0 & A3.1 (a portion of
the same duct is also noted on sheet A8.0). Place all HVAC construction debris into an onsite dumpster provided by others.
• Add new 58"x27"sheet metal lined (2" liner) AC ductwork as indicated on sheets A3.0 & A3.1 (a portion of the same duct is also noted
on sheet A8.0).
• Add (1) 58"x27" fire damper as indicated on sheet A3.0
• Provide a one-year parts and labor warranty for all items furnished by AAH&C.
nitote does not include:
nits, bonds, taxes, unit costs, scissor or man-lift rental fees, structural work, demolition not noted above, dumpster fees, asbestos
auatement, framing, concrete work, core drilling or saw cutting, cutting or patching, x-raying, painting, wall or ceiling access doors,
inspection/service/warranty or repairs to any equipment or materials, modifications or repairs to bring existing items up to current code
compliance, replacing existing registers/diffusers or grilles, cleaning existing grilles-registers or diffusers, after-hours or weekend labor,
accelerated scheduling, furnishing or installing duct smoke detectors, connections to the life safety system, air balance of outlets or exhaust
systems, air balance, duct pressure testing, duct leakage tests, HVAC controls, line or low-voltage electrical work, HVAC piping, fire or
fire/smoke dampers not shown on the plans or indicated above, seismic restraints, filters, HVAC equipment, relocating existing HVAC
equipment or materials, exterior duct wrap/board insulation for ductwork, balancing damper, removal or replacement of ductwork not
indicated above, monies to modify the ductwork due to conflicts with other trades or with existing obstructions/restrictions, duct cleaning,
architectural sheet metal (flashings, gutters, scuppers, downspouts, etc.), pre-finished metals, architectural louvers, parking fees, additional
costs that may be required based on actual final 100% working drawings, surveyor & associated fees, Professional Liability Insurance,
Pollution Insurance, LEED, commissioning of any kind, building flush-out, third party testing, IAQ testing, shop drawings for ductwork &
piping, CAD drawings, BIM Files, 3D Modeling, prevailing wages, badge fees, 3rd party billing fees & taxes (t e, Texture), engineering
design fees or drawings, any items not listed as specifically included above.
Total $36,405.00
Estirnatcd Sales Tax 9_110
We Propose hereby to furnish material and labor — complete in accordance with the above specifications, for the sum of:
Cont'd dollars (S Cont'd
Payment to be made as follows:
All material is guaranteed to be as specified. Al work to be completed in a professional
manner according to standard practices. Any alteration or deviation from above specifications Authorized
involving extra costs will be executed only upon written orders, end will become an extra Signature
charge over and above the estimate. All agreements contingent upon strikes, accidents or
do-.. ,c beyond our control. Owner to carry lire, tornado, and other necessary insurance. Our Note This proposal may be
; are fully covered by Worker's Compensation insurance withdrawn by us if not accepted within 30 days.
Acceptance of Proposal —The above prices, specifications and con-
ditions are satisfactory and are hereby accepted. You are authorized to do the work as Signature
specified. Payment will be made as outlined above.
Signature
Date of Acceptance:

PROPOSAL NO
1076
ARTIC AIR HEATING & COOLING
Chilling The Valley For Over 21 Years Page 2 of 2
P.O. Box 71626
PHOENIX, ARIZONA 85050
(623) 582-8004 FAX (623) 582-8014
PHONE DATE
To: Jokake Construction 9/8(2016
Aft: Abhishek Shah JOB NAME/ LOCATION
Chase Field - 2016/17 Structural Repairs
401 E. Jefferson St.
Phoenix, AZ 85004
JOB NUMBER Jos PHONE
We hereby submit specifications and estimates for:
Proposal Terms and clarifications:
--The terms and conditions stated herein are firm for 30 days, after which they are subject to our review and confirmation.
—(1) Sales tax will be Invoked as a separate line item each billing cycle. Any sales tax (transaction privilege tax or TPT) shown as included in the
above quote(s) Is only an estimated sales tax cost, and final/actual sales tax amounts based on applicable purchases from their point of procurement
or delivery will be added to each invoice. To have sales tax withdrawn or excluded from an invoice, the appropriate documentation (Le., AZ 5005 form
that !slab specific) as required by the State of Arizona Department of Revenue must be provided In advance of any Invoicing. Final determination of
taxable & non-taxable projects will be per the decision of the State of Arizona Department of Revenue. Any project considered to be non-taxable
Initially and found to be taxable at any point after the fact by the State of Arizona Department of Revenue will require that all taxes and any
applicable penalties be paid by the customer of this agreement within 30-days of written notice.
-Our schedule will be incorporated in a mutually agreed upon construction schedule that is to be prepared In advance of construction. This construction
Mule will provide for establishing work sequence by the dates set forth in the Documents. We will not be bound to any schedule in which we have not
,,Aly participated. Further, we will not allow our work activities to be compressed due to the schedule slippage of other trades for which we are not
responsible. We would require full access to perform our work in a normal working non-overtime type schedule.
—ArtIc Air will not assume liquidated damages of any kind unless specifically agreed at time of final negotiation.
—Artic Air will not be bound by the terms and conditions of the principal agreement between our Client and the Owner until it has been provided with
final terms of such contract and negotiated applicable portions which may or may not apply to our subcontract with Client
—This proposal is based on a forty-hour work week. Should additional overtime not attributable to Artic Air's performance be required, Artic Air requires
reimbursement for the premium portion of overtime, with a corresponding fee adjustment.
—It Is assumed that temporary power for construction purposes will be provided by and paid for by others.
—Due to equipment manufacturer's policies, all equipment warranties start once the equipment has been started or 60-days from shipment (this time
period varies between different manufacturer's), whichever comes first. Artic Air will not extend the warranty period for said manufacturers beyond the
dates mentioned for any reason (even temporary construction usage) with-out proper compensation.
We Propose hereby to furnish material and labor — complete in accordance with the above specifications, for the sum of:
Thirty Six Thousand Four Hundred Five and 00/100 Dollars dollars (S 36,405.00 )-
Payment to be made as follows:
Al] material is guaranteed to be as specified. At work to be completed In a professional
manner according to standard practices. Any alteration or deviation from above specifications Authorized
Involving extra costs will be executed only upon written orders, and will become an extra Signature
charge over and above the estimate AI agreements contingent upon strikes, accidents or
cio'vs beyond our control. Owner to carry fire, tornado, and other necessary insurance Our Note: This proposal may be
-s are fully covered by Worker's Compensation Insurance. withdrawn by us If not accepted within 30 days.
Acceptance of Proposal—The above prices, specifications and con-
ditions are satisfactory and are hereby accepted. You are authorized to do the work as
specified Payment will be made as outlined above Signature
5gnature
Date of Acceptance:

- -
$ $
- -
19.9.16 $
Date: - -
Supplier
I Electrical or $ $
Subcontractor bid - -
PCE no
$ $
AME Electrical 38.784.00 x x x x 38,784.00 38,784.00 NO
$ $
DP Electric 35,454.00 x X x x 35,454.00 35.454:CDS
$ $ e---- ,..$
Sections: COST BID
Extend SUBTOTAL
BOND
107-111 repairs COMPARATIVE
Specification
structural
Section -
Scope and Quantities for TOTAL
Repairs Work use required. required
of as as needed
Field Yates Items Approximate construction feeds audio as
elecIncal and included
Chase Mike for powarifightings =
existing any electncal x
by: Attached
Project: safe reinstall
Prepared make DisconnecUreconnect and needed temporary Data
Bid as REMARKS:
,Base Electncal Remove wires Provide Backup

August 3 1 , 2016
Job Name: Chase Field Structural Repair/Electrical
Remove/Re-install/Make Safe.
D.P. ELECTRIC, INC. Page 1 of 1
Jokake
Attn: Daniel Dunn
D.P. Electric Inc. is pleased to provide you with a proposal for the above referenced project This proposal is based on Structural drawing
T1.0 engineer dated 7115/16. Addendums 41 & 2 noted at bid time Scope: Electrical make safe of light fixtures, conduit & wire for
concrete structure repair. Reinstall once repairs are complete. Work performed in sections 107,108,109,110,111 & 112, Bid API scope:
add (10) new 811 4Iamp light fixtures (match existing) and power feed to new concrete area in grounds keeping.
Base Bid 535,454.00
Bi4..tit-41-241440 S7Z5,151.00
Qualification Notes:
I. Remove all electrical conduit strapping/supports and boxes needed/make safe for sections listed.
"). Re-install all electrical conduit:strapping and supports in same location. Extend wires as needed.
3. All installations shall be during normal working hours.
4. Bid A101 (10) 811 4lamp T8 light fixture. All conduit, wire, junction boxes and supports.
5. Temporary Power/Lighting as needed Make safe existing for construction use.
6. This proposal is valid for (30-days) only. (see material escalation note at the end of this proposal)
Exclusions:
1. All major shoring/scaffolding supports of main conduit rack located at dock doors.
"). Fire Alarm System. Conduit strapping/supports if needed to be removed and re-installed only.
3. New light fixtures. Re-use/re-install existing.
4. Any existing conditionskode violations.
5. Engineering/fees, permits/fees special inspection fees, utility fees and taxes.
6. Construction Bond Premiums.
7. Participation in Owner Controlled Insurance Programs (OCIP's)
8. Participation in billing programs or other special reporting systems.
Site Exclusions:
Hard dig, hard surface R & R, landscape R & R, slurry backfill, traffic control, steel plates, compaction testing, offsite spoil removal, water
costs, surveying , staking, Concrete/asphalt saw-cut, removal or patch, all formed and poured concrete (Utility pads, equipment pads and
light pole bases), engineering/fees, perrnitsifees, special inspection fees, utility fees and taxes.
Insurance, Warranty & Spares:
P Proposal includes the basic "Additional Insured" insurance,* GC & project owner a Proposal includes (1) year warranty and (2)
year workmanship a D.P. Electric will only transfer the manufacturer 's warranties to Owner a Lamps are not covered under warranty
P No Spares (no spare flues, no spare lamps & no spare ballasts)
Material Escalation:
All material escalation from the date of this proposal fbr the elcr Weal rough materials shall be considered as additional cost to the project
and shall be billed as material escalation change-order. This is due to volatility in price ofsteek copper & PVC
If you have any questions, please feel free to contact me.
Thank you,
D.P. Electric Inc
Bill Vass
Service Manager
480.858.9070 0
480.229.3242 C
bill.vassaihipeketrie.com
6002$ ASH AVE • TEMPE AZ 85283 • PHONE 6 8 , ! N58 9070 • FAX 480 858 9067 • WEB VVWW DPELECTRIC COM • L11#111176. C11#1?1170
DEPENDABLE PEOPLE DEPENDABLE PERFORMANCE

To: Abhishek Shah (Jokake) From: Brian Pero
Project Name: Chase Field (Repairs) Plan #:
Bid Date: 9/6/16 Plan Date: Addenda: N/A Revisions: N/A
Based on the following conditions, the project quake is: $38,784.00
Please note the following Inclusions and Clarificalkus:
1. Quote is for the following:
A- Remove all electrical and audio from bottom ide of middle section concrete decking.
B- Re install all electrical and audio to bottom side. of middle section concrete decking.
C- This happens in 6 different sections.
D- Quoted to perform work on normal business hours
E- Quoted to use scaffolding provided by others.
We are excluding the following:
I. Fees, Permits, etc.
2. Any additional electrical work not shown on plan sheets noted 13\ low 0
3. Demolition of any electrical system(s) over and above make safe nditions
4. Overtime
5. Temporary Power and/or Lighting
6. Lighting fixture slack wires
7. Access Panels
8. Cutting/Patching (Walls.'Ceilings/Etc.)
9. Pre-Wiring and/or Supplying of: Fire Alarm, DVD, Security, Telephone, Sind, Clock, or Computer Systems
10. Supplying of VFD's
11. Furnishing, installation and final connections to duct detectors.
12. Hard dig situations requiring equipment other than standard backhoe.
13. Formed and/or finished concrete (i.e. housekeeping or transformer pads, concreteRole bases, generator
containment, dry packing, slurry, duct banks, barrier posts etc.)
14. Saw Cutting/Trenching/Excavation
15. EMS installation or connection
16. Motion sensor and motion sensors switches except as noted on the plans
17. Meters and switches for Ti's
Project quote is based on sheets: EOM, EOM
Specifications on plan sheets: Yes El
7120 S. Priest Dr. Tempe, Arizona 85283 • Phone: (602) 437-7222 • Fax: (602) 437-1930 • ROC 0714,34
Project Name & Location Page 1 o12

Tab 7 - Project Schedule

M S. F
Mar
STWT
I ' S F
22, 1/25 1/26
lJan • 44
1, SMTWT 1/2 1/4
Jan •
11, S 12/10
Dec F 4
20,
Nov
' SMTWT
30,
Oct S
'1 9, F
Oct
18, TW"I"
Sep
3,
3/17/17 10/2/16 1/26/17 12/10/16 1/2/17 1/4/17 1/25/17 1126/17 3/9/17 10/14/16 10/6/16 10/11/16 10/4/16 10/18/16 2/27/17 2/28/17 3/7/17 3/9/17 10/5/16 10/10/16
finish Fri Sun Thu Sat Mon Wed Wed Thu Thu Fri Thu Tue Tue Tue Mon Tue Tue Thu Wed Mon 1
Page
I, 10/2/16 10/2/16 12/9/16 12/9/16 12/26/16 1/4/17 1/25/17 1/26/17 10/3/16 10/3/16 10/6/16 10/7/16 10/3/16 10/13/16 2/22/17 2/22/17 3/1/17 10/5/16 10/10/16
3/3/17
75tart Sun Fri Fri Mon Wed Wed Thu Mon Mon Thu Fri Mon Thu Wed Wed Wed Fri Wed Mon
Sun
days days days days days
Duration day days 1.94 day day day 106 day days days days days days days days days day day
112 1 27 2 1 1 1 10 1 3 2 4 4 5 5 5 5 1 1
Move Move
Repairs
Keeping Keeping
3pm)
by 3pm) Keeping Grounds Grounds
Structural by Demolish
Work out Demolish Grounds Existing Grid Pressure about about
Work) Insurance(Concluded Work) Move Grid and and at and
2016/17 Work) Foundation(Concluded Structural and Gutters Walls Ductwork Match Tile Bearing Grant/Jim Grant/Jim
Game Days Party(No Bowl(No Foundation(No Keeping Tile Ductwork to ACT for
Field Working for ACT Rain CMU New Drywall Walls New Soils with with
e Home Daddy Go Cactus Nationwide ASU ASU Demo/Prep Grounds Demo Remove Remove Remove Install Repair Paint Install Survey Meet Meet
Chase Last None
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
(F".)

M
5,;]
Mar 5:•}A4TIWI.T_LF
ji
2,2,1k 5±
Jan
T.I.WITILL
11,1Jan_1,
Dec MI • 11
51 j/
20,1 .1 b11/24
Nov J
30, T1WITIF
Oct
'1 9, M 5 ii/1I//'
Oct F..
18, T
Sep W
8, T
10/14/16 12/20/16 10/5/16 10/6/16 10/13/16 12/20/16 12/16/16 10/25/16 10/26/16 12/12/16 12/1/16 12/7/16 12/16/16 12/20/16 11/22/16 11/24/16 12/6/16 12/8/16 12/20/16 11/1/16 10/4/16
3/3/17
inish 7 Fri Fri Tue Wed Thu Thu Tue Fri Tue Wed Mon Thu Wed Fri Tue Tue Thu Tue Thu Tue Tue Tue 2
Page
10/14/16 10/3/16 10/3/16 10/3/16 10/6/16 12/16/16 10/19/16 10/19/16 10/25/16 10/27/16 10/27/16 12/8/16 11/2/16 11/2/16 11/23/16 11/25/16 12/7/16 12/12/16 1013/16 10/3/16
10/7/16 12/2/16
Start Fri Mon Mon Mon Thu Fri Fri Wed Wed Tue Thu Thu Fri Thu Wed Wed Wed Fri Wed Mon Mon Mon
days
Duration day days days day days days days days days days days days days days days days days days days days days
1 102 56 3 1 5 3 42 S 2 32 26 4 6 34 15 2 8 2 7 22 2
Keeping Beam Plates Reinforcing
Beam Raker Bearing Risers
Grounds Replacing at Beam Mesh Studs and
for Seats need Place Raker Assembly Install Repairs Risers and and Embeds Treads
in at Raker Risers at Rebar
Meeting Remove That Bolts Bolts Plates Beam/ Beam at Embeds and at Post
out and Bolts Shoring Scaffolding Bearing Raker Raker Concrete and Concrete Existing Studs Concrete Handrails
Seats Faulty New Bearing Tread New Handrail
Move 111 Remove Unbolt Identify Core Epoxy Install Install Remove Repair Inspect Place Remove Inspect Install Inspect Place Remove
Final Section Repair Repair Repair
Ta
22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
ID

MA F
5,
Mar
—TWT
I ' 5
22, S
Jan F
'1
1,
Jan SMTWT
11,
Dec S
20, F
Nov
'
30, SMTWT
Oct
'1
9, S
Oct F
18,
Sep TWT
3,
10/13/16 10/20/16 10/24/16 10/25/16 10/31/16 11/1/16 3/3/17 2/17/17 2/20/17 2/21/17 2/23/17 2/27/17 3/1/17 3/3/17 3/3/17 1/18117 12/21/16 1/3/17 1/9/17 1/11/17 1/12/17 1/16/17
Finish Thu Thu Mon Tue Mon Tue Fri Fri Mon Tue Thu Mon Wed Fri Fri Wed Wed Tue Mon Wed Thu Mon 3
Page
10/5/16 10/14/16 10/21/16 10/25/16 10/26/16 11/1/16 2/13/17 2/13/17 2/20/17 2/21/17 2/22/17 2/28/17 3/2/17 3/2/17 12/21/16 12/21/16 12/22/16 1/4/17 1/10/17 1/12/17
2/24/17 1/13/17
Start Wed Fri Fri Tue Wed Tue Mon Mon Mon Tue Wed Fri Tue Thu Thu Wed Wed Thu Wed Tue Thu Fri
Duration days days days day days day days days day day days days days days days days day days days days day days
7 5 2 1 4 1 15 5 1 1 2 2 2 2 2 15 1 3 4 2 1 2
Joint
Base of
Base Base and Risers Joint Sides
New Rebar Epoxy and Surface Surface Both
Handrail at new Base Existing Risers Material Joint Joint Expansion to
at Dowels to Base Post and Tread Tread Riser of
Coat and at Match Treads Inspect to to 3 Coat Coat Joint Joint Epansion Sides of Top Adhesive
Concrete Epoxy Rebar Concrete to Primer-1 Primer Base Agg. Coat Seats Old Both Level Joint Epoxy
Install/Inspect Post and Top Control
a Remove Apply Inspect Place Paint Waterproofing Beadblast Clean Apply Apply Apply Apply Apply Reinstall Remove Sandblast Repair Grind Inspect Apply
Install
Tai
D 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65

' 22,
'1.1ao
1, SIMLTWTF
Jan
11,
Dec i
20,1
'Nov
30,
Oct TWTFSSMTWTFS •'..toolfrza
9,1
Oct
18,
Sep 9, , 1
1/17/17 1/18/17 12/23/16 3/7/17 11/4/16 10/5/16 10/6/16 10/13/16 11/4/16 11/14/16 10/7/16 10/10/16 11/10/16 10/31/16 11/4/16 11/14/16 11/4/16 10/14/16 10/18/16 10/26/16 10/28/16 11/4/16
Finish Tue Wed Fri Tue Fri Wed Thu Thu Fri Mon Fri Mon Thu Mon Fri Mon Fri Fri Tue Wed Fri Fri 4
Page
1/17/17 1/18/17 12/19/16 10/3/16 10/3/16 10/3/16 10/6/16 11/2/16 10/3/16 10/3/16 10/11/16 10/11/16 11/1/16 11/7/16 10/3/16 10/3/16 10/17/16 10/19/16 10/27/16 10/31/16
10/7/16 10/7/16
Start Tue Wed Mon Mon Mon Mon Thu Fri Wed Mon Mon Fri Tue Tue Tue Mon Mon Mon Mon Wed Thu Mon
Duration day day days days days days day days days days days days days days days days days days days days days days
1 1 5 104 25 3 1 5 3 31 5 2 23 15 4 6 25 10 2 6 2 5
Beam Plates Reinforcing
Beam Raker Bearing Risers
Replacing at Beam Mesh Studs and
Material Material Seats need Place Raker at Assembly Install Repairs Raker Risers and and Embeds Treads
Remove That in Plates Beam/ Beam at Risers at Rebar Embeds and at
Expansion Expansion Fireproofing Bolts Bolts Bolts Shoring Scaffolding Bearing Raker Raker Concrete and Concrete Existing Studs Concrete
Seats and Faulty New Bearing Tread New
Install Caulk Replace 110 Remove Unbolt Identify Core Epoxy Install Install Remove Repair Inspect Place Remove Inspect Install Inspect Place
Section Repair Repair
TaL.
66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87
ID

5,' F
roar TWT
...
'1 5
Jan_22, T1F
1 1,
[Jan
11,
Dec
20,I
Nov
30,1 IWI 11111MIIMMIllp
Oct
o .1: SiSitylET
s
Loa I
18, TiF. -
Bots.gp LW] T I
11/1/16 10/4/16 10/13/16 10/20/16 10/24/16 10/25/16 10/31/16 11/1/16 3/7/17 2/17/17 2/20/17 2/21/17 2/23/17 2/27/17 3/1/17 3/7/17 11/25/16 11/7/16 11/11/16 11/16/16 11/18/16
3/3/17
Finish Tue Tue Thu Thu Mon Tue Mon Tue Tue Fri Mon Tue Thu Mon Wed Fri Tue Fri Mon Fri Wed Fri 5
Page
10/3/16 10/3/16 10/5/16 10/14/16 10/21/16 10/25/16 10/26/16 11/1/16 2/13/17 2/13/17 2/20/17 2/21/17 2/22/17 2/24/17 2/28/17 3/2/17 3/6/17 11/7/16 11/7/16 11/8/16 11/14/16 11/17/16
Start Mon Mon Wed Fri Fri Tue Wed Tue Mon Mon Mon Tue Wed Fri Tue Thu Mon Mon Mon Tue Mon Thu
Duration days days days days days day days day days days day day days days days days days days day days days days
22 2 7 5 2 1 4 1 17 5 1 1 2 2 2 2 2 15 1 4 3 2
Base
Base Base and Risers Joint
New Rebar Epoxy and Surface Surface
Handrail at new Base Existing Risers Material Joint Joint Expansion
at Dowels to Base Post and Tread Tread Riser of
Post Handrails Concrete Coat and at Match Treads Inspect to to 3 Coat Coat Joint Joint Epansion Sides of Top
Handrail Epoxy Rebar Concrete to Post and Primer-1 Primer Base Agg. Coat Top Seats Control Old Both Level
Install/Inspect
Remove Remove Apply Inspect Place Paint Waterproofing Beadblast Clean Apply Apply Apply Apply Apply Reinstall Remove Sandblast Repair Grind
Repair Install
Ta
88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109

M 5, F
Mar
S,...T•W•T
22,'1
Jan S
1 1, 141
Jan SMTWIF
11,
Dec
20, S
Nov
30, SMIWIF
Oct
'1
9, S
Oct
18, TWIF
Sep
5,
11/21/16 11/23/16 11/24/16 11/25/16 10/7/16 10/20/16 10/20/16 10/4/16 10/3/16 10/4/16 10/3/16 10/5/16 10/4/16 3/17/17 1/13/17 1/5/17 1/6/17 1/13/17 1/5/17 3/2/17 1/9/17 1/10/17
Finish Mon Wed Thu Fri Fri Thu Thu Tue Mon Tue Mon Wed Tue Fri Fri Thu Fri Fri Thu Thu Mon Tue 6
Page
11/21/16 11/22/16 11/24/16 11/25/16 10/3/16 10/3/16 10/17/16 10/3/16 10/3/16 10/3/16 10/3/16 10/3/16 10/3/16 1/3/17 1/3/17 1/3/17 1/9/17 1/3/17 1/3/17 1/3/17 1/9/17
1/6/17
'Start Mon Tue Thu Fri Mon Mon Mon Mon Mon Mon Mon Mon Mon Tue Tue Tue Fri Mon Tue Tue Tue Mon
Duration day days day day days days days days day days day days days days days days day days days days days days
1 2 1 1 5 14 4 2 1 2 1 3 2 53 9 3 1 5 3 42 5 2
Joint
of wall
Sides new Beam
Both for Replacing
to Material Material Footings Seats need Place Raker at
Adhesive and Rebar Fence Remove That in Plates
Joint Expansion Expansion Fireproofing 1 SOG Inspection Concrete Masonry link Bolts Bolts Bolts Shoring Scaffolding
Epoxy Alternate Forms Chain Seats and Faulty New Bearing
Inspect Apply Install Caulk Replace Excavate Form/Install Rebar Place Strip Install Install 109 Remove Unbolt Identify Core Epoxy Install Install
Add Section Repair
Ta$fle
110 111 112 113 114 115 116 117 118 119 120 121 222 123 124 125 126 127 128 129 130 131

':10.
5,
,mar 24
F
22,'
Jan
'1.
1,
Jan IvIA_T,LWI
11,
j5
20,1_Dec IFIS
30,1Nov
Oct
'1 9, LT!wIT1FJSJiJM1LLw]T
Sep.18,10ct
s,
2/8/17 2/23/17 2/24/17 3/2/17 2/20/17 2/6/17 2/7/17 2/10/17 2/13/17 2/20/17 2/7/17 1/16/17 1/23/17 1/30/17 1/31/17 2/1/17 2/6/17 2/7/17 3/17/17 3/1/17 3/2/17 3/6/17
'inish Wed Thu Fri Thu Mon Mon Tue Fri Mon Mon Tue Mon Mon Mon Tue Wed Mon Tue Fri Wed Thu Mon 7
Page
1/11/17 2/9/17 2/24/17 2/27/17 1/13/17 1/13/17 2/6/17 2/7/17 2/10/17 2/13/17 1/13/17 1/13/17 1/16/17 1/23/17 1/30/17 1/31/17 2/1/17 2/6/17 2/27/17 2/27/17 3/2/17
3/3/17
'iStart Wed Thu Fri Mon Fri Fri Mon Tue Fri Mon Fri Fri Mon Mon Mon Tue Wed Mon Mon Mon Thu Fri
Duration days days day days days days day days day days days day days days day day days day days days day days
20 11 1 4 25 15 1 3 1 5 16 1 5 4 1 1 3 1 15 3 1 2
Beam Plates Reinforcing Base
Raker Bearing Risers Base Base and Risers
at Beam Mesh Studs and New Rebar Epoxy and Surface
Install Repairs Risers and and Embeds Handrail at new Base Existing Risers
Assembly Raker Risers at Rebar Treads at Dowels to Base Post and Tread Tread
Beam/ Beam at Embeds and at Post Coat and at Match to
Bearing and Concrete Existing Handrails Concrete to Treads Inspect r•1
Raker Raker Concrete Tread New Studs Concrete Handrail Install/Inspect Epoxy Rebar Concrete Post blast and Prime
• a Remove Repair Inspect Place Remove Inspect Install Inspect Place Remove Remove Apply Inspect Place Paint Waterproofing Bead Clean Apply
d Repair Repair
132 134 135 11 137 1 138 139 I 141 142 143 144 145 146 147 148 149 150— 151 I ! 152 153
-

M F
5,
Mar
....TWT
F ' 5
22, S
Jan F
'1
1, MTWT
Jan
11, S
Dec S
20, F
Nov
30, SMTWT
Oct
'1
9, S
Oct F
18,
Sep TWT
3,
3/8/17 3/10/17 3/14/17 3/15/17 3/17/17 2/17/17 1/16/17 1/18/17 2/6/17 2/15/17 2/16/17 2/17/17 2/17/17 2/17/17 3/9/17 3/17/17 1/18/17 1/5/17 1/6/17 1/13/17 1/18/17 2/21/17
inish Wed Fri Tue Wed Fri Fri Mon Wed Mon Wed Thu Fri Fri Fri Thu Fri Wed Thu Fri Fri Wed Tue 8
Page
3/7/17 3/9/17 3/13/17 3/15/17 3/16/17 1/13/17 1/13/17 1/16/17 1/18/17 2/6/17 2/15/17 2/16/17 2/16/17 2/16/17 3/3/17 1/3/17 1/3/17 1/3/17 1/6/17 1/9/17 1/16/17 1/3/17
Start Tue Thu Mon Wed Thu Fri Fri Mon Wed Mon Wed Thu Thu Thu Fri Tue Tue Tue Fri Mon Mon Tue
Duration days days days day days days day days days days day day day day days days days days day days days days
2 2 2 1 2 24 1 2 12 7 1 1 1 1 5 53 12 3 1 5 3 35
Joint
of
Joint Sides Beam
Surface Both Replacing
Material Joint Joint Expansion to Material Material Seats need Place Raker at
Riser Joint of of Adhesive in
to 3 Coat Coat Coat Joint Epansion Sides Top Remove That Bolts Bolts Plates
Primer Base Agg. Top Seats Expansion Old Both Level Joint Epoxy Expansion Expansion Fireproofing Seats and Bolts Faulty New Bearing
Apply Apply Apply Apply Reinstall Remove Sandblast Repair Grind Inspect Apply Install Caulk Replace 108 Remove Unbolt Identify Core Epoxy
Install Section Repair
Tal
154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175

I
5, 't I
Mar
Fr '
FIS
'11Jan_22,
1,
Jan
11,1
29,1.Dec IS
30,I_Nov
.Oct
'1
9, LS_IS
18,10ct
ITLWITIF 1
3,1_5_ep 1
1/9/17 1/10/17 2/8/17 2/14/17 2/15/17 2/21/17 2/17/17 2/2/17 2/3/17 2/8/17 2/9/17 2/17/17 2/20/17 1/20/17 2/6/17 2/13/17 2/14/17 2/15/17 2/17/17 2/20/17 3/17/1.7 3/1/17
inish Mon Tue Wed Tue Wed Tue Fri Thu Fri Wed Thu Fri Mon Fri Mon Mon Tue Wed Fri Mon Fri Wed 9
Page
1/3/17 1/9/17 1/11/17 1/12/17 2/15/17 2/16/17 1/18/17 1/18/17 2/2/17 2/8/17 2/9/17 1/18/17 1/18/17 1/20/17 2/6/17 2/13/17 2/14/17 2/15/17 2/17/17 2/27/17 2/27/17
2/3/17
iStart Tue Mon Wed Thu Wed Thu Wed Wed Thu Fri Wed Thu Wed Wed Fri Mon Mon Tue Wed Fri Mon Mon
1Duration days days days days day days days days day days day days days days days days day day days day days days
5 2 20 23 1 4 21 10 1 3 1 6 22 2 10 5 1 1 2 1 15 3
Beam Plates Reinforcing Base
Raker Bearing Risers Base Base and
at Beam Mesh Studs and New Rebar Epoxy
Assembly Install Repairs Risers and and Embeds Handrail at new Base Existing Risers
Raker Risers at Reber Treads at Dowels to Base Post and
Beam/ Beam at Embeds and at Post Coat and at Match
Shoring Scaffolding Bearing Raker Raker Concrete and Concrete Existing Studs Concrete Handrails Concrete Epoxy Rebar Concrete to Treads
Tread New Handrail Install/Inspect Post
Install Install Remove Repair Inspect Place Remove Inspect Install Inspect Place Remove Remove Apply Inspect Place Paint Waterproofing Beadblast
IME Repair Repair
Tasi:
I
176 177 178 179 180 181 182 -1-83 185 186 187 188 189 1901 191 192 193 194 195 196 197
ID

s
'
22,
Jan iEvitly_ls
1,
11,11an
515-..1mth
Dec
20,1
Nov NVITIF
30,
Oct
9,1. TIF1_5_1_51M
18,10ct
[WI 1
3,15ep T 1
1
3/2/17 3/6/17 3/8/17 3/10/17 3/14/17 3/15/17 3/17/17 2/8/17 1/19/17 1/24/17 1/30/17 2/1/17 2/2/17 2/6/17 2/7/17 2/8/17 2/28/17 3/17/17 1/18/17 1/5/17 1/6/17 1/13/17
Thu Mon Wed Fri Tue Wed Fri Wed Thu Tue Mon Wed Thu Mon Tue Wed Tue Fri Wed Thu Fri Fri 10
Page
3/2/17 3/7/17 3/9/17 3/13/17 3/15/17 3/16/17 1/18/17 1/18/17 1/19/17 1/24/17 1/30/17 2/1/17 2/2/17 2/6/17 2/7/17 2/22/17 1/3/17 1/3/17 1/3/17 1/9/17
3/3/1-7 1/6/17
iStart Thu Fri Tue Thu Mon Wed Thu Wed Wed Thu Tue Mon Wed Thu Mon Tue Wed Tue Tue Tue Fri Mon
iDuration day days days days days day days days day days days days day days day day days days days days day days
1 2 2 2 2 1 2 14 1 3 3 2 1 2 1 1 5 53 12 3 1 5
Joint
of
Risers Joint Sides
and Surface Surface Both Replacing
Tread Tread Riser Material Joint Joint Expansion to Material Material Seats need
Inspect to to 3 Coat Coat Joint Joint Epansion of Sides of Top Adhesive Remove That Bolts
Primer-1 Primer Base Agg. Coat Seats Old Both Level Joint Epoxy Expansion Expansion Fireproofing Seats and Bolts
and Top Control Faulty
Clean pply Apply Apply Apply pply Reinstall Remove Sandblast Repair rind Inspect Apply Install Caulk Replace 107 Remove Unbolt Identify Core
A A Install G Section
- - -
198 19-9- I 200 201: 202 - 203 204 205 207 2081 211 213 214 215 216 217 2-16-1 I 219

Mi I
5, T
Mar
1
I '
22, /24 2
Jan F T '111110
'1J 1, I
IM!j1W1
.11,.jJan
5 _I
20,1Dec
.30,1Nov
.1MITjW1
9,1:pct
Is15
18,10ct
Sep TIWITIF
,t
1/18/17 1/27/17 1/16/17 1/17/17 1/19/17 1/23/17 1/24/17 1/27/17 1/31/17 1/23/17 1/24/17 1/27/17 1/30/17 1/31/17 2/3/17 1/19/17 1/24/17 1/27/17 1/30/17 1/31/17 2/2/17 2/3/17
finish Wed Fri Mon Tue Thu Mon Tue Fri Tue Mon Tue Fri Mon Tue Fri Thu Tue Fri Mon Tue Thu Fri 11
Page
1/16/17 1/10/17 1/10/17 1/16/17 1/18/17 1/20/17 1/24/17 1/25/17 1/18/17 1/18/17 1/23/17 1/24/17 1/27/17 1/30/17 1/18/17 1/18/17 1/19/17 1/24/17 1/27/17 1/30/17 1/31/17 2/2/17
Start Mon Tue Tue Mon Wed Fri Tue Wed Wed Wed Mon Tue Fri Mon Wed Wed Thu Tue Fri Mon Tue Thu
'Duration days days days days days days day days days days day days day day days day days days day day days day
3 13 5 2 2 2 1 2 8 3 1 2 1 1 11 1 3 2 1 1 2 1
Beam Plates Reinforcing Base
Beam Raker Bearing Risers Base Base and
at Beam Mesh Studs and New Rebar Epoxy
Place Raker Assembly Install Repairs Risers and and Embeds Handrail at new Base Existing
in at Raker Risers at Rebar Treads at Dowels to Base Post
Bolts Plates Beam/ Beam at Embeds and at Post Coat and at Match
Shoring Scaffolding Bearing Raker Raker Concrete and Concrete Existing Studs Concrete Handrails Concrete Epoxy Rebar Concrete to
New Bearing Tread New Handrail Install/Inspect Post
Epoxy Install Install Remove Repair Inspect Place Remove Inspect Install Inspect Place Remove Remove Apply Inspect Place Paint
Repair Repair Repair
Tas
220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241
ID

M F
5,
Mar INT
..
I S /3
22,
1101I1.
111Jan
1, IM},T.IWITIFis
11,IJan
5
.20,1Dec
30,j_Nov
TIF15.151MLTIWITIfISI
Oct
'i 9,
,I.Sep.1.8,LOct
131WI
3/17/17 3/1/17 3/2/17 3/6/17 3/8/17 3/10/17 3/14/17 3/15/17 3/17/17 2/1/17 1/19/17 1/24/17 1/27/17 1/30/17 1/31/17 2/1/17 2/1/17 2/1/17 2/28/17 3/15/17 2/17/17 1/16/17
Finish Fri Wed Thu Mon Wed Fri Tue Wed Fri Wed Thu Tue Fri Mon Tue Wed Wed Wed Tue Wed Fri Mon 12
Page
2/27/17 2/27/17 3/2/17 3/7/17 3/9/17 3/13/17 3/15/17 3/16/17 1/18/17 1/18/17 1/19/17 1/24/17 1/27/17 1/30/17 1/31/17 1/31/17 1/31/17 2/22/17 1/13/17 1/13/17 1/13/17
3/3/17
Start Mon Mon Thu Fri Tue Thu Mon Wed Thu Wed Wed Thu Tue Fri Mon Tue Tue Tue Wed Fri Fri Fri
days
Duration days days day days days days days day days days day days days day day day day day days 42.38 days day
15 3 1 2 2 2 2 1 2 9 1 3 2 1 1 1 1 1 5 24 1
Joint
of
Risers Joint Sides
and Surface Surface Both
Risers Material Joint Joint Expansion to Material Material
and Tread Tread Riser of Material Repair
Treads Inspect to to 3 Coat Coat Joint Joint Epansion Sides of Top Adhesive Joint Joint
Primer-1 Primer Coat Seats Old Both Joint Epoxy Expansion Expansion Fireproofing 2 Old
and Base Agg. Top Control Level Alternate Remove
Waterproofing Beadblast Clean Apply Apply Apply Apply Apply Reinstall Remove Sandblast Repair Grind Inspect Apply Install Caulk Expansion
install Replace Add
242 243 244 245 246 247 249- 250 251 252 253 254— 2-55 256 257 258 260- 261 262 263
-

Jan_22,": FIS].
1,'11 11WI'd
.1an I
11,1 1M
[,5
Dec
20l
WILT1
30,INov I
IT_
Oct M
.9,1 51S
18,1pct LF_I
8,1Sep TjW1
1/18/17 2/6/17 2/15/17 2/16/17 2/17/17 2/17/17 2/17/17 3/15/17 3/1/17 3/2/17 3/6/17 3/8/17 3/10/17 3/14/17 3/15/17
:inish Wed Mon Wed Thu Fri Fri Fri Wed Wed Thu Mon Wed Fri Tue Wed 13
Page
1/16/17 1/18/17 2/6/17 2/15/17 2/16/17 2/16/17 2/16/17 2/27/17 2/27/17 3/2/17 3/7/17 3/9/17 3/13/17 3/15/17
3/3/17
Stwt Mon Wed Mon Wed Thu Thu Thu Mon Mon Thu Fri Tue Thu Mon Wed
Duration days days days day day day day days days day days days days days day
1 2 12 7 1 1 1 1 13 3 1 2 2 2 2 1
Joint
of
Joint Sides
Both Surface Surface
Joint Joint Expansion to Material Material Surface Tread Riser
of of Adhesive to to
Epansion Sides Top Surface Inspect 3 Coat Coat Coat
Both Level Joint Epoxy Expansion Expansion and Primer-1 Primer Base Agg. Top
Sandblast Repair Grind Inspect Apply Install Caulk Waterproofing Beadblast Clean Apply Apply Apply Apply Apply
iTas!
265 266 268 270 273 274 275 276 277 278-

4
Milestone Summary
Start-only Finish-only Deadline Baseline Baseline Baseline Progress
1111MINIIIIIII1I1=11.
. U
Rollup 14
Page
Task Milestone Summary Task Summary Summary
Inactive Inactive Inactive Manual Duration-only Manual Manual
Summary Tasks Milestone
Task Split Milestone Summary Project External External
Sched
Master
Field 9/20/16
Chase Tue
Project: Date:

Tab 8 - Bid Alternate No.
1 & 2

09120116 Cost Total 53,200.00 $27,780.00 $2.284.00 $1,176.60 $5,680.00 $7,875.00 $3,800.00 551,795.60 50.00 50.00 $647.45 $367.11 $792.16 $53,602.32 $3,216.14 $56,818.46 $3,176.16 38,199.02 $59,994.62
STATUS: DATE: / 60
Subcontract Other 3.200.00 27,780.00 2,284.00 1.176 5.68000 7,875.00 3800.00 48,595.60
PRICE
General Contractor
Equipment
Materials
1 Total
Alternate Labor
1 ,f
Add
= Labor Rate
Estimate -
Cost Hours
Project -
0.000% 0.000% 1.250% 0.700% 1.500% 6.00% 5.590%
107-111 Allowance
85004 •
Section AZ District Design Contingency
Repairs Phoenix Stadium Description Work Work
Structural SI, County Allowance Masonry SUPPRESSION Spinkler/Plumb the of Contingency Construction the of TOTAL
2016-17 Jefferson E. Mancopa SITEWORK - Fence CONCRETE Concrete MASONRY and Mortar FINISHES Painting FIRE Spinkler ELECTRICAL Electrical Elect/Fire Cost Direct Owners Jokake Insurance Risk Builders Bond Subtotal Subtotal Cost Indirect GRAND
401 Fire FEE TAX
4,1! E Name: Location: Division 2 3 4 9 21 26
J Project Project Owner 02.780 03.100 04.100 09.900 15.300 16.050 16.050 19.050 19.200 01.780 01.006 01.006 300 20

Clarifications - Add Alternate 1
Project: 12016-17 , Structural Re. _ - irs Section 107.111 _ ... . .
Division
i
General: I
1 - All work is to be performed during normal working hours, except as needed for shutdowns and tie ins
2- All areas affected by construction will be vacated and emptied.
3 - All work will be completed in one phase.
4 - Pricing assumes that parking is available at no cost to Jokake or its subcontractors.
5- Exclude all permits or permit fees.
6 - Exclude exact match to existing materials. All finish materials will match close as possible
7 - Exclude all Asbestos identification or removal. Maricopa County to provide asbestos testing report to Jokake prior to start ofiny
demo work.
8 - Exclude all design and engineering except as listed below.
9 - Exclude relocation or removal of furniture or wall hangings.
10- Exclude all tee/data cabling.
11 - Exclude service or repair of existing HVAC units.
12- Exclude certified air balance.
13- Exclude relamping or new ballasts of existing light fixtures,
14 - Exclude any engineering or architectural fee or calculations except as listed below.
15- General requirements are figured as fixed sum and will be billed as a percentage based on project completion.
16- Assumes onsite restrooms can be used by construction persons.
_J.I.:_ouLL„ ....01.4
1 - Scope Per Drawings.
2- Provide an allowance of 3,200 for chain link fence.
3. ""' _____ . _
1 - Scope Per Drawings.
,
!1 - Scope Per Drawings.
_ ALS
1 - Sal 2 Per Drawl •s
8 M10003, PLASTICS & COMPOSRES
!Exclude All
7 THERMAL 4 MOISTURE PSOreCTION .
1 - Scope Per Drawings.
8 OPENINGS
1 - Scope Per Drawings
r
9 FINISHES —
1 - Scope Per Drawinris.
Page 1 o13

Clarifications - Add Alternate 1
Project: 2016-17 Structural Re • airs Section 107-111
Division -
10 MG • ES
Exclude Al
EQUIPMENT
Exclude Al
PuRN4SHINGS
Exclude All
13 SPECIAL CONS111LIC/101 _.
Exclude All
21 Fi ....• .;., •;_:
1 -Sal.- Per Drawl • s
2 -Assumes exislin• service is sufficient to extend heads to this area
IIIMII ' • -
II - Sr.° , - ger Drawing s.
HEATING VENTILATION Al • • HG
1 -Scale • -r Drawin•s
• EtECTRICAL
1 - Su/de Per Drawl s.
2- Includes dew n, assumes existing ' and and has room for additional circuit
Jeliati 01« • I • • .110,
Exclude All
•Exclude All
..Ammil EARTHWORK
Exclude All
Wg. l• La .2•L.0..i.., -..1.,.al—J_i.i...ail._
Exclude All
Exclude All
... .. • RTATION
Exclude All
. I 1 Y &MARNE
Exclude All
NM MATERIAL PROCESSING & HANDLING EQUIPMENT
Exclude Al
Page 2 of 3

Clarifications - Add Alternate
Project: 2016-17 Structural Repalts Section 107-111
Division
44. POLLUTION CONTROL EQUIPMENT
Exclude All
IWA7ER AND WASTEWATER-EQUIPMENT
lExclude All
ALLOWANCES /CONTINGENCY
Allowances and Contingency:
1. Any allowances or continencV not used will not be billed to owner.
2 Must have written authorization from owner nor to use of an allowance and contin , en .
Page 3 of 3

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC Quote
'20 W. Southern Ave -
.eson, AZ 85353 US Native American Owned Comp any
(623)694-3345
str.arrow.az@gmail.com Date
Address Ship To
Jokake Construction Chase Field Repair
5013 E Washington st. Suite 100 401 E. Jefferson avc
Phoenix, AZ 85034 USA Phoenix AZ 85004
Bid Alternate
P # Sales Rep
Bid Alternate Kenny
Activity I Quantity Rate I Amount
• Excavate, compact, install rebar, form and pour slab and footings. 148 If of 27,780.00
footings and 2150 sq ft of 6' slab
• Erect 888 sq It max of 8x8x16 cmu wall with lire rated control joints as shown in 18,784.00 18,784.00
details 6, 500. cm
• Prices do not include paint.
2, 2gLio0
‘\ I
ADDITIONS: this quote shall become part of any PO and/or any notice to Total .00
proceed for the aforementioned undertaking(s).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private locators, hard soil conditions, unforeseen conditions, landscape,
. -Tation, off hours & holiday work, environment abatement, traffic barricades,
trips, and any
Accepted By Accepted Date
ROC 271567 KB-1 DUAL, ROC 246308 K-31 DBE Certified Company

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC Quote
120 W. Southern Ave
,eson, AZ 85353 US Native American Owned Company Date Quote # 1
(623)694-3345 09/12/2016 /5/8
str.arrow.az@gmail.com Exp. Date
10/12/2016
Address ;Ship To
Jokake Construction Chase Field
5013 E Washington st. Suite 100
Phoenix, AZ 85034 USA
Sales Re
Activity I Quantity I Rate
• Prie4ng-fer-enst-464e-rigne ff-Roill-by-irant11-ateelt-pill-iln-si-te-nrid
• Prici E*121E111
• rep
1£ rlreCIIMPc r
icing to paint as Alt #1 for additional cmu walls
• PD 683 11.00
09
of guard:rail.
• Altr..igiatem_paiiii-L.u41-01--hoitelrral 157 11.00
• Prices do not include frame, drywall or fire caulking
ADDITIONS: this quote shall become part of any PO and/or any notice to Total $23X2-5.
proceed for the aforementioned undertaking(s).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private locators, hard soil conditions, unforeseen conditions, landscape,
',ation, off hours & holiday work, environment abatement, traffic barricades,
n trips, and any
Accepted By Accepted Date
ROC 271567 KB-1 DUAL. ROC 246308 K-31 DBE Certified Company

RCI Systems, Inc.
1220W. Geneva Drlc
Tempe, A7. 85282
(48(1) 894 -8711
Fax. (480)894-8740
99074 1.-16 Commercial
99056 C-16 Residential
September 6, 2016
lokake Construction
Attn: Abhishele Shah
5013 E. Washington Street, Suite 100
Phoenix, AZ 85034
Project: Chase Field Repairs
401 E Jefferson St
Phoenix, AZ 85004
Specifications: None Seen
Addendums: None Seen
We are pleased to submit the following Proposal to remove existing piping for floor repair, and reinstall existing piping when complete in
accordance with current NFPA Standards and local codes. The existing system must meet current NFPA 13 and local code
requirements:
Price
Tax
Total Twenty-Five Thousand Nine Hundred Eighty-Eight Dollars and 00/100
Alternate to add additional sprinkler heads in field maintenance area
Price $5,680,00
Tax —$817.131r
Total Five Thousand Seven Hundred Sixty Dollars and 001100 S5,7.640).
This Proposal is valid for forty-five (45) days and carries a one (1) year warranty upon completion and is based upon the following
CLARIFICATIONS:
▪ Our proposals are normally good for 45 days; however, with the volatility of the steel market we have no control over our piping
prices. At this time we cannot lock in pricing until material is ready for delivery. At this time the above price represents estimates
through forty-five days after the above date.
• The existing system must be operational and adequate to handle any and all adds and/or relocations.
• Existing system to meet all NFPA 13 and local codes.
• Price does not include necessary to overtime to meet an accelerated schedule.
• General Contractor and/or Architect providing files in AutoCAD format required for fire protection shop drawing preparation
• Price based upon adds and relocates for new walls only; all other heads to remain as is.
• The fire sprinkler water will be drained on site; there are no contingencies for offsite disposal of the fire sprinkler water included in
this price.
• We are using material per NFPA Standards and we have no knowledge of any restrictions or limitations to material to be used on
this project.
• City of Phoenix Fire performs two inspections. Any inspection costs beyond two will be the general contractor's responsibility.
• It is the responsibility of the Owner or General Contractor to warrant work area is free of hazardous materials of any sort (asbestos,
lead, etc). RCI Systems, Inc. will not be responsible for any testing, fines or penalties. RU Systems will require verification prior to
working on site.
• Upon proposal acceptance, a Prime Contractor's Certificate (AZ FORM 5005) will be reauired for our records.
EXCLUSIONS: wiring; painting; alarms; premium time; tax; hydraulic calculations; fire extinguishers and cabinets; cutting or patching,
relocation of feed mains, cross mains and/or branch lines due to conflicts with other trades and ceiling elevations; FM/ IRI requirements, fire
caulking; pre-action system; temporary power by others; providing hydraulic calculation plate at existing fire riser; fire hose valves, shut
down fees, plans and P.E. Stamp; permits.
TERMS: Progress Billings; Net 30 days.
Respectfully submitted,
Randy Black
VP of Sales/Project Manager

August 3 1 , 2016
Job Name: Chase Field Structural Repair/Electrical
Remove/Re-install/Make Safe.
D.P. ELECTRIC, INC. Page 1 of 1
Jokake
Attn: Daniel Dunn
D.P. Electric Inc. is pleased to provide you with a proposal for the above referenced project. This proposal is based on Structural drawing
T1.0 engineer dated 7/15/16. Addendums #1 & 2 noted at bid time. Scope: Electrical make safe of light fixtures, conduit & wire for
concrete structure repair. Reinstall once repairs are complete. Work performed in sections 107,108,109,110,111 & 112. Bid Alt# I scope;
add (10) new 8ft 4lamp light fixtures (match existing) and power feed to new concrete area in grounds keeping.
Base Bid 4;605470e'
Bid Alt. #1 adder $7,875.00
°notification Notes:
1. Remove all electrical conduit strapping/supports and boxes needed/make safe for sections listed.
2. Re-install all electrical conduiCstrapping and supports in same location. Extend wires as needed.
3. All installations shall be during normal working hours.
4. Bid Alt#1 (10) 8ft 41amp T8 light fixture. All conduit, wire, junction boxes and supports.
5. Temporary Power/Lighting as needed. Make safe existing for construction use.
6. This proposal is valid for (30-days) only. (see material escalation note at the end of this proposal)
Exclusions:
1. All major shoring/scaffolding supports of main conduit rack located at dock doors.
1 . Fire Alarm System. Conduit strapping/supports if needed to be removed and re-installed only.
3. New light fixtures, Re-use/re-install existing.
4. Any existing conditions/code violations.
5. Engineering/fees, permits/fees, special inspection fees, utility fees and taxes.
6. Construction Bond Premiums.
7. Participation in Owner Controlled Insurance Programs (OC1P's)
8. Participation in billing programs or other special reporting systems.
Site Exclusions:
Hard dig, hard surface R & R, landscape R & R, slurry backfill, traffic control, steel plates, compaction testing, offsite spoil removal, water
costs, surveying , staking, Concrete/asphalt saw-cut, removal or patch, all formed and poured concrete (Utility pads, equipment pads and
light pole bases), engineering/fees, permits/fees, special inspection fees, utility fees and taxes.
Insurance. Warranty & Spares:
O Proposal includes the basic "Additional Insured - insurance for GC & project owner Proposal includes (I) year warranty and (2)
year storkmanship 0 D.P. Electric will only transfer the manufacturer's warranties to Owner Lamps are not covered under warranty
• No Spares Pro sparefitses, no spare lamps & no spare ballasts) 0
Material Escalation..
material escalation from the date of this proposal for the electrical rough materials shall be considered as additional cost to the project
and shall be billed as material escalation change-order This is due to volatility in peke of steel, copper & PVC
If you have any questions, please feel free to contact me.
Thank you,
D.P. Electric Inc.
•
Bill Vass
Service Manager
480.858.9070 0
480.229.3242 C
bill.i .assadpelectric.cons
6002 SASH AVE • TEMPE AZ 85283 • PHONE 480.858 9070 • FAX 480.858 9067 • WEB WWW.DPELECTRIC COM • L11#111176 C115111170
DEPENDABLE PEOPLE DEPENDABLE PERFORMANCE

09120116 Cost Total $61,616.00 $2,127.00 $63,743.00 $0.00 $0.00 $796.79 $451.78 $974.88 $65,966.45 $3,957.99 $69,924.44 $3.908.78 $10,090.22 $73,833.22
STATUS: DATE: / I
Subcontract Other 61,616.00 2,127.00 63,743.00
PRICE
I
General Contractor 0.00
Equipment
Materials
2 Total
Alternate Labor I
I I DI
Add - Labor Rate
Values
of
Schedule Hours
I
0.000% 0.000% 1.250% 0.700% 1.500% 6.00% 5590%
107-111
85004
Section AZ District Contingency
Repairs Phoenix Stadium Description Work Work
Structural St, Courtly Restoration the of Contingency Construction the of TOTAL
Jefferson Cost Risk Cost
2016-17 E. Maricopa CONCRETE Concrete FINISHES Painting Direct Owners Jokake Insurance Builders Bond Subtotal FEE Subtotal TAX Indirect GRAND
401
JOKAI, Name: Location: Division 3 9
Project Project Owner: 03.700 09.900 19.050 19.200 01.780 01.006 01.006 300 20

Clarifications - Add Alternate 2
I. Project: 2016-17 Structural Re -airs Section 107-111
Division
1' GENEFtAL RE c • REMEWS
General:
1 - All work is to be performed during normal working hours, except as needed for shutdowns and tie ins.
2 -All areas affected by construction will be vacated and emptied.
3 -All work will be completed In one phase.
4 - P ri ci ng assumes that parking Is available at no cost to Jokake or its subcontractors
_ 5 - Exclude all permits or permit fees.
8 - Exclude exact match to existing materials. All finish materials will match dose as possible
7. Exclude all Asbestos identification or removal. Maricopa County to provide asbestos testing report to Jokake prior to start of any
demo work.
8- Exclude all design and engineering except as listed below.
9 - Exclude relocation or removal of furniture or wall hangings.
10 - Exclude all tele/data cabling. _
11 - Exclude service or repair of existing HVAC units.
12 - Exclude certified air balance.
13 - Exclude relamping or new ballasts of existing light fixtures. _
14 - Exclude any engineering or architectural fee or calculations except as listed below
15- General requirements are figured as fixed sum and will be billed as a percentage based on project completion.
16- Assumes onsite restrooms can be used by construction persons.
2 -, NG CONOMONS
1 - Sco Per Drawin s.
CONCRETE
1 - Direction of Structural Concrete Repair Scope Per Drawings.
2- Structural Concrete Repair quantities per the attached Maricopa County Stadium District quantity spread sheet as agreed upon by
Maricopa County Stadium District and Restruction Corporation. _
......4. RY
Exclude All
METALS
I - Sco . - Per Drawl .1, s.
;
Exclude All
ric_
1. Scope Per Drawings
• . -- — - ] n INGS
,Fadude All
FINISHES
I - Scope Per Drawings.
Page 1 of 3

Clarifications - Add Alternate 2
Protect: 2016-17 Structural Repairs Section 107-111 _
Division
'la SPECIALTIES
-.1
Exclude All j
Ii EQUIPMENT
Exclude All
'FURNISHINGS
Exclude All
la SPECIAL GONSTRUCOON
Exclude All
FIRE SUPPRESSION
Exclude All
PLUMBING _ .
Exclude Al
23 HEATING VEMDLATION AIR CON • NINO
Exclude Al
It Iii.J.CTIVCAL
Sco e Per Drawin s
27 COMMUNICATIONS
Exclude All
72 ELECTRONIC SAFETY'S SECURITY
I Exclude All
31 EARTHWORK
Exclude All
32 EICTERJOR IMPROVEMENTS
Exclude All
33 UT/LITIES
Exclude All
34 TRARSPCATOOK
Exclude All
WATERWAY A MARINE
Exclude All
MATERAL. . . . A HANDLINGIEQUIPMENT
Exclude All
Page 2 of 3

Clarifications - Add Alternate 2
Project: 2016-1T Structural Repairs Section 107-111
Division
lritaitsth. 4,1iii-1 --qi .-4,9,0i .
Exclude All
Exdude All
.ALLOWARGE5 1 CilDtcl1NGENCY
Allowances and Contingency:
1. Any allowances or contingency not used will not be billed to owner.
2 Must have written authorization from owner prior to use of any allowance and contingency.
Page 3 of 3

Abhishek Shah
v:rom: Adam Zius <azius@restruction.com >
.ent: Tuesday, September 13, 2016 7:06 AM
To: Michael Yates
Subject: RE: Revised Spreadsheet with Expansion Joint from 105-107
Categories: Sub Bid
Good Morning Mike,
Please see revised alternate below:
Remove Expansion Joint & Install New SJS-FR2 From 102-104 lOOLF @ $485.06 = $48,506.00
Install Waterproofing @ 202-204 per details 1000 SF @ $13.11 = $13,110.00
See you soon.
6-6/6'-1=7a
Adam Zius
Arizona Division Manager
Restruction Corporation
2127 S. Priest Dr. Suite 405, Tempe, AZ 85282
(480) 557-9174
www.restr ction com
Restruction
1011:1
Corporation
From: Michael Yates Imailto:MichaelYatesPiokake.com)
Sent: Tuesday, September 13, 2016 5:36 AM
To: Adam Zius <azius@restruction.com >
Subject: RE: Revised Spreadsheet with Expansion Joint from 105-107
Thanks Adam, what is the revised alternate price now?
Thank you
MIKE YATES
TEAM LEADER
JOKAKE
AN EMPLOYEE-OWNED
CONSTRUCTION COMPANY
OFFICE: 602 224 4517
MOBILE: 602 722 1005
C7AX: 602 224 1396
michael.vates@lokake.com
MAIL: 5013 E WASHINGTON ST.
SUITE ONE HUNDRED
1

PHOENIX, ARIZONA 85034
WWW.JOKAKE.COM
cy ROC# 241197 // CA LIC# 960871
From: Adam Zius [mailto:aziusarestruction.com]
Sent: Monday, September 12, 2016 10:09 PM
To: Michael Yates <Michael.YatesPiokake.com >
Subject: Revised Spreadsheet with Expansion Joint from 105-107
Good Evening Mike,
Please see our attached revised spreadsheet for your use. Thanks again.
Adam Zius
Arizona Division Manager
Restruction Corporation
2127 S. Priest Dr. Suite 405, Tempe, AZ 85282
(480) 557-9174
www.restruction.corn
Restruction
NoI Corporation
2

Straight Arrow Contracting, LLC
Straight Arrow Contracting, LLC Quote
'20 W. Southern Ave
leson, AZ 85353 US Native American Owned Comp any Date Quote #
(623)694-3345 09/12/2016 2528
str.arrow.az@gmail.com Exp. Date
10/12/2016
Address 'Ship To
Jokake Construction Chase Field
5013 E Washington st. Suite 100
Phoenix, AZ 85034 USA
Sales Re
Kenny
Activity Quantity Rate Amount
• Pnemrterecestim- 5,2,400
baele141-st-Ieler date.
• Pri attaslacLI:
rep orn-upvniroi-mazi
naiffiing-beeeffies-ffeeessary-ii-w4Weeti -ft-rwie-442765-per-strftr--
iaing-ta.paint-as-Alt,41-for.additiunal-cmu-voalls
Pricin,gamccistalL9+11-paint-hand-rail-anilimard-railE41044114y6teni-44.0-iti-freefieti 633 7, 00
09900-of4poca-not-includinta1astomerie -wrop-tet-baofiumd-rri1-ind156-ff-
el-guard
• Alternate to paint 157 If of hand rail 157 ; 11,00 1,727.00
• Prices do not include frame, drywall or fire caulking
4- L100 . 0
Fer, ):
o-ei 64 -e tc
l'orcr
loSIA 70 0
ADDITIONS: this quote shall become part of any PO and/or any notice to Total
proceed for the aforementioned undertaking(s).
EXCLUDES: engineering, permits, inspections, tax, testing, certifications,
private locators, hard soil conditions. unforeseen conditions, landscape,
•lation, off hours & holiday work, environment abatement, traffic barricades,
ri trips, and any
Accepted By Accepted Date
ROC' 271567 KB-1 DUAL, ROC 246308 K-31 DBE Certified Company