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, > CHANDLER :
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Community of Innovation
CITY OF CHANDLER
JOB ORDER PROJECT AGREEMENT
Project Name: ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS
SAFETY IMPROVEMENTS
Project No, CS2201.401
This JOB ORDER PROJECT AGREEMENT (“Job Order") is made this day of 2022 (“Effective
Date”), by and between the City of Chandler, an Arizona municipal corporation, (City) and Caliente
Construction, Inc., an Arizona corporation, ("JOC Contractor") and is entered into pursuant to Job Order
Master Agreement No. JOC1904.401 (“JOC Master Agreement”). City and JOC Contractor may be referred to
individually as “Party” or collectively as “Parties”).
City and JOC Contractor, in consideration of the mutual covenants herein set forth, agree as follows:
RECITALS
A. On or about December 17, 2019, the Parties entered into the JOC Master Agreement, which terms and
conditions are made a part of and incorporated into this Job Order Project Agreement by this reference.
B. City proposes to engage JOC Contractor for ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS
SAFETY IMPROVEMENTS as more fully described in Exhibit "A", which is attached to and made a part of this
Job Order by this reference.
C. JOC Contractor is ready, willing, and able to provide the services described in Exhibit “A” for the
compensation and fees set forth and as described in Exhibit "B”, which is attached to and made a part of
this Agreement by this reference.
ARTICLE 1, DESCRIPTION OF WORK
The Parties enter into this Job Order Project Agreement for the ARROWHEAD, FOLLEY, AND NOZOMI
AQUATIC CENTERS SAFETY IMPROVEMENTS, Project Number CS2201.401. The scope of work consists of
improvements at Arrowhead, Folley, and Nozomi Aquatic Centers, all as more particularly set forth in
Exhibit “A” attached hereto and incorporated herein by reference.
The JOC Contractor will not accept any change of scope, or change in contract provisions, unless issued in
writing, as a contract amendment or change order and signed by the authorized signatories for each party.
Performance ahd Payment Bonds, as set forth in Exhibit “C” and Exhibit “D” respectively attached hereto
and incorporated herein by reference, will be due prior to execution of each Job Order Project Agreement
in the full amount of each Job Order.
City of Chandler Job Order Project Agreement Bat A-1
Public Works & Utilities Department, Capital Projects Division it
Project Name: ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS SAFETY IMPROVEMENTS
Project No.: CS2201.401 .
Rev. 9/18/2020
At project completion, JOC Contractor must complete Contractor's Affidavit Regarding Settlement of Claims
and Certificate of Completion, ‘as set forth in Exhibit “E” and Exhibit “F” respectively attached hereto and
incorporated herein by reference.
ARTICLE 2. PROJECT PRICE
City will pay JOC Contractor for completion of the Work in accordance with the JOC Master Agreement a fee
not to exceed the Guaranteed Maximum Price of $86,614.33 Dollars determined and payable as set forth
in JOC Master Agreement and Exhibit “B” attached hereto and made a part hereof by reference.
ARTICLE 3. CONTRACT TIME & SCHEDULE
JOC Contractor agrees to complete all Construction within 60 calendar days from the Notice to Proceed
(NTP) Date.
ARTICLE 4. PARTICIPANTS
CITY: Construction Project Manager: Jason Garcia
Phone: | 480-782-3453
Email: | Jason.garcia@chandleraz.gov
JOC CONTRACTOR: Caliente Construction, Inc.
485 W. Vaughn St.
Tempe, AZ 85283
JOC Contractor Representative: Lorraine Bergman
Phone: | 480-894-5500
Email: | Ibergman@calienteconstruction.com
SIGNATURE PAGE TO FOLLOW
City of Chandler Job Order Project Agreement A-1
Public Works & Utilities Department, Capital Projects Division
Project Name: ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS SAFETY IMPROVEMENTS
Project No.: CS2201.401
Rev. 9/18/2020
IN WITNESS WHEREOF, the Parties have executed this Job Order as of the Effective Date.
“CITY”
CITY OF CHANDLER:
MAYOR
Recommended By:
Date
“JOC CONTRACTOR”
Caliente Construction, Inc.:
Print Name
President/CEO
a age 01/1 1/2022
Date
“Andrew Goh, P.E.
CIP City Engineer
APPROVED AS TO FORM:
Title
ay lf Corporation
ih, Riya
City Attorney
By:
ATTEST:
City Clerk
ADDRESS FOR NOTICE
City of Chandler
P.O. Box 4008, Mail Stop 407
Chandler, AZ 85244-4008
City of Chandler Job Order Project Agreement
“SEAL |
Public Works & Ulilitlas Department, Capital Projects Division
Project Name: ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS SAFETY IMPROVEMENTS
Project No.; CS2201.401
Rev. 9/18/2020
Betfetary
ADDRESS FOR NOTICE
Caliente Construction, Inc.
485 W. Vaughn St.
Tempe, AZ_ 85283
AA
EXHIBIT A
SCOPE OF WORK
City of Chandler Job Order Project Agreement
Public Works & Utilities Department, Capital Projects Division
Project Name: ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS SAFETY IMPROVEMENTS
Project No.: CS2201.401 ‘
Rev. 9/18/2020
AA
Caliente Construction inc.
General Construction - Construction Management - Design/Build - Facilities Management
R1 December 7, 2021
Ivan Magana, PE
Project Manager
City of Chandler
Public Works and Utilities Dept. - Capital Projects Div.
215 East Buffalo Street
Chandler, AZ 85225
RE: City of Chandler JOC 1904.401 - CS2201.401 Arrowhead, Folley and Nozomi Safety Improvements
Surge pit and drain improvements R1
Mr. Magana,
Thank you for the opportunity to provide our revised proposal for the CS2201.401 Arrowhead, Folley and Nozomi Safety
Improvements Surge pit and drain improvements R1 Project.
We have based the attached proposal on information received, emails and site visit held with the City of Chandler.
The price is $ 86,614.33. See attached estimate with bid tabulations and subcontractor back-up for further details.
Please contact me at your convenience should you have any questions.
Best Regards,
| ene
Justin Miller
Caliente Construction Inc.
One of the Valley's Healthiest Employers
485 West Vaughn, Tempe, Arizona 85283-3672 Phone: (480) 894-5500 Fax: (480) 894-2323
BENG AZ ROCO091625 AZ ROCO98769 AZ ROC164561 CA 770323 UT 4741522-550 NV 0078132
ID RCE-28529 NM 85371 CO 233580 MT 159637
We build more than structures; we build confidence and relationships that last”
Caliente Construction Inc.
General Construction - Construction Management - Design/Build - Facilities Management
EXHIBIT A
SCOPE-OF WORK
PROJECT:
City of Chandler JOC 1904.401 - CS2201.401 Arrowhead, Folley and Nozomi Safety Improvements
Surge pit and drain improvements R1
General Requirements:
1) Provide office support, supervision, overhead/profit, taxes based on MRRA, insurances, and bond.
2) Provide temporary protection as required.
Construction:
Arrowhead Pool:
1) Make Safe and Drain Surge Pit Water Level w/ coordination form COC Aquatics
2) Demo Existing Articulating Float Valves
3) Furnish and Install (2) New Articulating Float Valves
4) Clean, Prep and apply Thoroseal Product to Surge Pit Walls and Floors.
Folley Pool:
1) Make Safe and Drain Surge Pit Water Level w/ coordination form COC Aquatics
2) Demo Existing Articulating Float Valves
3) Furnish and Install (2) New Articulating Float Valves
4) Clean, Prep and apply Thoroseal Product to Surge Pit Walls and Floors
Nozomi Aquatic Center:
1) Confined Space Requirements per Industry/OSHA Standards
2) Make Safe and Drain Surge Pit Water Level w/ coordination form COC Aquatics
3) Demo Existing Articulating Float Valves
4) Furnish and Install (2) New Articulating Float Valves
5) Clean, Prep and apply Thoroseal Product to Surge Pit Walls and Floors.
Project Duration:
Project duration is 3-5 Days onsite construction at each location after all materials are procured and pools are drained; testing of
valves to be completed after pool is filled by COC (current lead time for Valves is 3 Weeks from time of order).
Clarifications/Exclusions:
See attached estimate.
: Of the Valles Healthiest Employers
485 West Vaughn, Temps, Atizona 85283-3672 Phone : (480) 894-5500 Fax : (480) 894-2323
AZ ROC091625 AZ ROCO98769 AZ ROC164561_ CA 770323. UT 4741522-550 NV 0078132 ; a
ID RCE:28529 NM 85371 CO 233580 MT 159637 ‘
“We build more than structures; we build confidence and relationships that last”
COC JOC 1904.401 CS2201.401 Arrowhead, Folley and Nozomi Safety Improvements
€
Caliente
Ass
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umptions / Clarifications
Proposal based on onsite Project Duration of (3-5 Days Per Site) after procurement of materials
and draining of pool.
Proposal based on Normal Working Hours M-F
Proposal based on COC Aquatics Facilitating Drain Down And Fill
Proposal based on access to surge pit areas
Proposal based on replacement of (2) valves per Location.
Proposal includes reccomended scope to clean, prep, and Thoroseal Surge Pit at each site.
Proposal includes testing of valve operation after pool is filled by COC.
lusions
Design Services, Permits and/or Permitting Fees
Asbestos Testing and/or Abatement and/or Removal of Hazardous Materials (Current
Report/Survey to provided by COC prior to start of Demolition).
Excludes Water Chemicals or Treatments
Excludes Piping or Modifications unless noted above
Modifications to Exsiting Equipment or Electrical other than stated in scope.
Testing and Balancing of Pool Chemicals
Badging or Special Background Checks and/or associated costs
wances (Not Included in Base Bid; No Markups)
CONSTRUCTION ALLOWANCE $ 7,000.00
Data Sheet
ME ADE
FILTER
A NORTH AMERICAN FILTRATION COMPANY
FV-S Float Valve Single Arm - Single Float
For end of open pipe installation only
Not for in-line use
For 4”, 6” and 8” pipe only
Bolt pattern - ANSI 150
MATERIAL
Valve body - corrosion grade Isophthalic Polyester
Valve disc - corrosion grade Isophthalic Polyester
FloatArm - Solid 316 SS
Valve shaft - Solid 316 SS
Hardware - 316SS
Float Ball - polyethylene
DESIGN
SS arm threaded 3/8” for float attachment
Valve disc molded onto valve shaft
Approximately 20% flow when closed
Arm located on left (looking into flow)
i \
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Ns i
\ P;
ID A B Cc D E G K L M N P
4 | 942" | 7172" | 23” | 65/8" | 10 1/8" | 34” " a” | ae" | 12" | 26"
“oe [4142 | 942” | 23" | 7578" | 14478" | 34” 1" 8” | ae" | 12" | 26"
8” | 14” |113/4"| 23” | 87/6" | 1223/8" | 34” | 14/2" | 8” | 58” | 3/4” | 26"
Mer-Made Filter :
Division of North American Filtration Inc. ——"
11746 Charleston-Augusta Highway
Ph 803.793.4265 Fax 803.793.4332
Denmark, SC 29042
www.mermade.com
THOROSEAL®
Waterproof cement-based coating
for concrete and masonry
degussa.
Construction Chemicals
PRODUCT DATA
Cementitious
Waterproofing
7. 07160
Description
Thoroseal® is a Portland-cement-
based coating for concrete and
masonry that resists both positive
and negative hydrostatic pressure.
Polymer-modified with Acryl 60°,
Thoroseal® creates a low-
maintenance and highly durable
waterproof barrier.
Yield
225 f?/50 Ib (20.9 m*/22.7 kg) bag
as a base coat at 1/16" (1.6 mm)
dry-film thickness.
450 ft?/50 Ib (41.8 m*/22.7 kg) bag
as a topcoat at 1/32" (0.8 mm)
dry-film thickness.
Coverage will vary depending on
surface texture and porosity.
Packaging
THOROSEAL®
10 Ib (4.5 kg) cans for Thoroseal®
white and standard gray only
30 Ib (13.6 kg) polyethylene-lined
bags for Thoroseal® white and
standard gray only
50 Ib (22.7 kg) polyethylene-lined
bags for Thoroseal® white, standard
gray, all landscape standard colors
and custom colors
60 Ib (27.2 kg) pails for Thoroseal®
white, standard gray, Navajo white,
pearl gray, Thoro® gray, and custom
colors
Features
e Waterproof
¢ Resistant to both positive and negative
hydrostatic pressure
¢ NSF approved (white or gray, only)
e Breathable
¢ Compatible with high-performance coatings
¢ Aesthetically beneficial
e Aesthetically superior
Benefits
Protects building interiors from dampness and
moisture damage
Suitable for use below grade interior and exterior
and in water-treatment construction
Use in potable water tanks
Allows interior moisture to escape without
damaging coating
Accepts a wide range of architectural coatings
and textured finishes
Hides minor surface defects and blemishes in
architectural concrete
Available in 10 standard colors and in
custom colors
ACRYL 60°
1 quart (0.9 L) bottles
1 gallon (3.8 L) bottles
5 gallon (18.9 L) pails
30 gallon (113 L) drums
55 gallon (208 L) drums
Color
White and standard gray (this color is not uniform)
10 Landscape standard colors : bone, dijon,
French vanilla, good earth, light khaki, Thoro® gray,
Navajo white, parchment, pearl gray, and putty tan
Custom colors are available for 5,000 Ibs (2268 kg)
minimum order.
Shelf Life
1 year when properly stored
Storage
Transport and store in unopened containers and keep
ina clean, dry condition protected from rain, dew,
and humidity. Do not stack bags more than 2 pallets
high. If dry onsite storage of bags is unavailable or if
project is located in a very wet, humid climate zone,
then specify Thoroseal® packaged in 60 Ib (27.2 kg)
metal pails. Store Acryl 60° in similar conditions. Do
not allow Acryl 60° to freeze.
Where to Use
APPLICATION
© Alternative to mechanical finishing or rubbing
of concrete
© Waterproofing basement and retaining walls
© Foundations
© Bridges and tunnels
e Water cisterns
LOCATION
© Vertical and light-pedestrian horizontal surfaces
e Interior and exterior
© Above and below grade
SUBSTRATE
¢ Cast-in-place and precast concrete
¢ Block, brick, and porous stone
www.DegussaBuildingSystems.com
THORO* PRODUCT DATA
THOROSEAL®
Technical Data
Composition
Thoroseal® contains cement, graded sand, and
proprietary additives.
Test Data
PROPERTY RESULTS TEST METHODS
Initial Set, min, 10 Lab Method
at 70° F (21° C), 50% rh
Final Set, 30 Lab Method
at 70° F (21° C), 50% rh
Density, (cured), Ibs/ft® (kg/m*) 129 (2,080) Lab Method
Positive resistance to 752 CRD C 48, modified
hydrostatic pressure, hrs,
at 200 psi (1.4 MPa), 461 head ft,
air cured at 70° F (21° C),
50% rh
No leakage, no softening
Negative resistance to
hydrostatic pressure, hrs,
at 200 psi (1.4 MPa), 461 head ft,
air cured at 70° F (21° C),
50% rh
664
Limited dampness
CRD C 48, modified
Potable water (direct contact) Suitable; BS6920 (British standard)
approved NSF Standard 61
Water absorption, %, 3.6 ASTM C 67 (Section 7.3)
boiling water submersion at 24 hours
Compressive strength, psi (MPa) ASTM C 109
7 days 4,200 (29)
28 days 6,030 (42)
Flexural strength, psi (MPa) ASTM C 348
7 days 360 (2.5)
28 days 1,027 (7)
Tensile strength, psi (MPa) ASTM C 190
7 days 250 (2)
28 days 440 (3)
Modulus of elasticity, psi (MPa) ASTM C 469
28 days 2.72 x 10° (1.87 x 10')
Artificial weathering, hrs
Xenon Arc 5,000 = No failure ASTM G 26
Carbon Arc 500 = No failure ASTM G 23
Adhesion strength, psi (MPa) 418 (2.9) Test by tensile bond
Artificial weathering, No cracking, Atlas Type DMC
loss of adhesion, weatherometer
checking, or other defect
Freeze/thaw resistance, No change ASTM C 666 (Procedure B)
200 cycles
Salt spray resistance, No defect ASTM B 117
300 hours
Carbon Dioxide (CO), 1/16 (1.6) Lab Method
in (mm) Equivalent to 3/4" (19 mm) Diffusion
new concrete
Permeance, perms 12 (0.10698) ASTM E 96
(metric permeability)
18 x 10° resistance
. (water-vapor transmission)
Swedish standard SS-02-15-82
THORO® PRODUCT DATA
THOROSEAL®
Test Data, continued
PROPERTY RESULTS TEST METHODS
Wind-driven rain, hrs 8 = excellent Fed. Spec. TT-P-0035
(Para 4.4.7)
Coefficient of thermal expansion, 6.99 x 10% (5 x 10”) ASTM C 531
in/in/° F (mm/mm/? C), at 28 days
Impact strength No chipping Fed. Spec. TT-P-0035
(Gardener impact tester) (Cement paints para. 3.4.8)
Hardness, (Barber Colemen Impressor) Fed. Spec. TT-P-0035
Requirement min = 30, max = 60 (para 4.4.9)
7 days 35
14 days 47
21 days 52
Abrasion resistance, Passed Fed. Spec. TT-P-141B
3,000 L sand
Reflectance ASTM D 2244 using
Gray Thoroseal® 64.2 Hunterlab D-25 meter
White Thoroseal? 88.1
Fungus resistance,
No growth; meets all
Fed. Spec. TT-P-29B
at 21 days requirements
Surface burning characteristics ASTM E 84
Flame Spread 0
Smoke developed 5
Fire Propagation Index = 1.5 BS476: Part 6:1981
Flame spread Class 1 BS476: Part 7:1971
Test results are averages obtained under laboratory conditions. Reasonable variations can be expected.
How to Apply
Surface Preparation
1. Surface preparation is extremely important for
proper adhesion. Substrates must be sound and
free of dust, dirt, laitance, paints, oils, grease,
curing compounds, or any other contaminants.
Verify substrate has properly cured. Concrete should
obtain 80% of design strength, typically achieved
within 3 — 14 days. If efflorescence is present,
mechanically remove it before proceeding. For
extreme cases where this is not adequate, contact
Technical Service.
2. Patch all holes and cracks before installation.
3. Relieve hydrostatic pressure in concrete block
with weep holes.
4. Roughen or brush blast extremely smooth
surfaces such as precast and cast-in-place concrete
to ensure good mechanical adhesion of Thoroseal®.
Mixing
1. Mix Thoroseal® with a mixing liquid consisting of
a blend of Acryl 60° diluted with water. Maximum
dilution ratio is 1 part Acryl 60° to 3 parts water.
Approximately 6 quarts of mixing liquid is needed
per 50 Ibs of Thoroseal® powder. Up to 2 additional
quarts of mixing liquid may be added when using as
a rubbing compound.
2. For best results, mechanically mix Thoroseal?
with a slow-speed drill and mixing paddle. Gradually
add the powder to the mixing liquid while drill is
running.
3. When properly blended, Thoroseal® will have
the lump-free consistency of smooth, heavy batter.
4. Allow the-Thoroseal® and Acryl 60° mixture to
rest undisturbed for a minimum of 10 minutes to
fully wet out all the powder. Then remix the wet
mixture and apply. A small amount of mixing liquid
can be added to this remixing.
5. Pot life is 60 — 90 minutes at 70° F (21° C). At
high temperatures and low relative humidity, pot
life can be significantly less.
Application
1. Apply Thoroseal® with a Thoro® brush or broom
or equivalent stiff fiber brush or by textured spray
equipment. Spray applications of the first coat
require back brushing or brooming to properly fill
voids and achieve uniformity.
2. Completely dampen the substrate with water
before application starts. Do not saturate the
substrate, but keep it cool and damp throughout the
application.
3. It is essential to work first coat thoroughly into
the substrate to completely fill and cover all voids,
holes, and nonmoving cracks. Finish with a
horizontal stroke for an even coat.
THORO* PRODUCT DATA
THOROSEAL®
4. Allow to cure 24 hours, then apply the second
coat and finish with a vertical stroke. Above grade,
the second coat can be replaced with a Thoro®
high-build architectural coating to achieve better
color uniformity.
5. On block or masonry walls, allow 5 — 7 days
before applying second coat to eliminate joint read
through.
Specific Applications
Above-grade interior or exterior applications in
positive pressure situations (direct contact with rain
or standing water with a low head of pressure)
1. A50 Ib (22.7 kg) bag of Thoroseal® will provide
the following coverage at the designated material
usage.
Recommended coverage:
¢ First Coat: 2 Ibs/yd? (1.1 kg/m’) =
225 ft?/50 Ib bag (20.9 m*/22.7 kg bag)
© Second Coat: 1 Ib/yd? (0.54 kg/m’) =
450 ft?/50 Ib bag (41.8 m*/22.7 kg bag)
© Total: 3 Ibs/yd? (1.6 kg/m’), cured nominal
thickness of 1/16" (1.6 mm).
Coverage will vary depending on surface texture
and porosity.
2. A3 Ibs/yd? (1.6 kg/m’) application rate does
not eliminate surface irregularities such as struck
mortar joints. To hide surface irregularities, spray
and back-brush a base coat of Thoroseal® at
2 Ibs/yd? (1.1 kg/m2) and allow it to cure for 5-7
days. Then spray apply and back trowel a topcoat of
Thoroseal® Plaster Mix (see Form No. 1019908) at
an application rate of 9 Ibs/yd? (4.9 kg/m’).
BELOW-GRADE INTERIOR APPLICATIONS
1. The standard application is 3 Ibs/yd? (1.6 kg/m’).
2. For high hydrostatic pressure conditions (over
15 psi [0.10 MPa}), increase application rate to
4 |bs/yd? (2.2 kg/m*) and waterproof from the
positive side wherever possible.
BELOW-GRADE EXTERIOR APPLICATIONS
1. Use Thoroseal® Foundation Coating (see Form
No. 1019907) For high hydrostatic pressure
conditions (over 15 psi [0.10 MPal), apply a base
coat of Thoroseal® Foundation Coating at 2 Ibs/yd?
(1.1 kg/m?) and allow to cure for 5-7 days.
2. Then apply a topcoat of Thoroseal® Plaster Mix
at 12 Ibs/yd? (6.5 kg/m’). A steel trowel finish is
recommended.
3. For both below-grade interior and below-grade
exterior applications where water might move
between vertical walls and slab or footer, it is
recommended to cut out and place a Waterplug®
cove at the wall and floor junction prior to the
application of the Thoroseal® base coat.
4. Thoroseal® can be covered with extruded
polystyrene insulation board during the second coat
application. The board must be fully coated with
Thoroseal® and embedded into the still-wet coating
already in place on the walls. Exercise care when
placing the coated board because it should not be
moved or slipped. Once placed, do not move the
board. After curing, prepare the above-grade
portions of the boards by roughening or removing
the surface skin and then coating with Thoroseal®
to protect them from UV light degradation.
WATERPROOFING POTABLE WATER TANKS
OR RESERVOIRS
1. Install Thoroseal® as directed in the general
Application instructions.
2. After Thoroseal® has fully cured, wash down the
Thoroseal® surface with saline solution (salt brine,
1 Ib salt per 1 gallon water).
3. Leave saline solution on the entire Thoroseal®
surface for at least 24 hours.
4. Rinse off saline solution completely. If needed,
reapply saline solution until final rinse water is
completely clean and clear.
Color Uniformity
With any cementitious product, such as Thoroseal®,
it may be difficult to achieve color uniformity due to
weather and substrate variability. For this reason, it
may be necessary to apply a topcoat of a Thoro®
architectural coating.
Clean Up
Promptly clean hands and all tools with warm
water while product is still wet. Cured material
may only be removed mechanically.
For Best Performance
e Thoroseal® must be modified with Acryl 60° to
achieve the properties listed in the technical
data section.
¢ Do not apply to substrates with active water
leaks or moving cracks; patch all leaking static
cracks and holes with Waterplug®. Repair any
other nonmoving cracks or voids with the
appropriate Thoro® repair product and repair all
moving cracks or voids with appropriate sealant.
e Maintain or place expansion and control joints
as necessary.
Do not apply in rain or when rain is expected
within 24 hours. Do not apply above 90° F (32° C)
or below 40° F (4° C) or when temperatures are
expected to fall below 40° F (4° C) within 24
hours. For hot and cold temperature applications,
store Thoroseal®, Acryl 60° and water at 50° F
(10° C) to 70° F (21° C) before use.
Hot substrates will effect working time and
material strength.
Variations between inside and outside
temperatures may result in condensation on
below-grade walls treated with Thoroseal®.
This can be alleviated by assuring that adequate
ventilation exists.
Windy, dry, or hot conditions may require
rewetting of Thoroseal® during cure and the use
of polyethylene barriers.
Before specifying Thoroseal® for water-retaining
structures, conduct tests to determine water
quality. Thoroseal® is not intended for
continuous contact with acid or sulfate-
containing water. Very soft water will have an
adverse effect on Thoroseal?.
Service temperatures: immersion, up to 140° F
(60° C); cleaning water, up to 200° F (93° C);
dry air, up to 220° F (104° C).
On all projects, it is recommended that a sample
be prepared on site and approved prior to the
commencement of the work. The site sample
should confirm the color, texture and
workmanship required until the job is finished
and accepted. Retain the sample until final
approval is secured.
Allow Thoroseal® to cure 7 — 10 days before
immersion in water.
Make certain the most current versions of
product data sheet and MSDS are being used;
call Customer Service (1-800-433-9517) to
verify the most current version.
Proper application is the responsibility of
the user. Field visits by Degussa personnel
are for the purpose of making technical
recommendations only and not for supervising
or providing quality control on the jobsite.
Health and Safety
THOROSEAL®
Caution
Thoroseal® contains calcium hydroxide, crystalline
silica, iron (Ill) oxide monohydrate, and Portland
cement.
Risks
Product is alkaline on contact with water and may
cause injury to skin or eyes. Ingestion or inhalation
of dust may cause irritation. Contains small amount
of free respirable quartz which has been listed as a
suspected human carcinogen by NTP and IARC.
Repeated or prolonged overexposure to free
respirable quartz may cause silicosis or other
serious and delayed lung injury.
Precautions
KEEP OUT OF THE REACH OF CHILDREN. Avoid
contact with skin, eyes and clothing. Prevent
inhalation of dust. Wash thoroughly after handling.
Keep container closed when not in use. DO NOT
take internally. Use only with adequate ventilation.
Use impervious gloves, eye protection and if the
TLV is exceeded or used in a poorly ventilated area,
use NIOSH/ MSHA approved respiratory protection
in accordance with applicable federal, state and
local regulations.
First Aid
In case of eye contact, flush thoroughly with water
for at least 15 minutes. In case of skin contact, wash
affected areas with soap and water. If irritation
persists, SEEK MEDICAL ATTENTION. Remove and
wash contaminated clothing. If inhalation causes
physical discomfort, remove to fresh air. If discomfort
persists or any breathing difficulty occurs or if
swallowed, SEEK IMMEDIATE MEDICAL ATTENTION.
Refer to Material Safety Data Sheet (MSDS) for
further information.
Proposition 65
This product contains material listed by the state of
California as known to cause cancer, birth defects,
or other reproductive harm.
VOC Content
0 Ibs/gal or 0 g/L, less water and exempt
solvents.
For medical emergencies only,
call ChemTrec (1-800-424-9300).
‘THORO® PRODUCT DATA
THOROSEAL®
‘THORO* PRODUCT DATA
THOROSEAL®
Degussa Building Systems
‘889 Valley Park Drive
Shakopee, MN, 55379
www.degussabuildingsystems.com
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Justin Miller
From: Jeffrey Iverson <jeff@hydrocon.com>
Sent: Wednesday, October 27, 2021 10:45 AM
To: Justin Miller
Cc: Curt Lonsdale
Subject: RE: Bid Invite: COC JOC CS2201.401 Arrowhead, Folley & Nozomi...
Good morning Justin,
Per our conversation, Shasta will not be submitting a proposal on this project due to current work load. It sounds like
you have found qualified and capable contractors to complete the work, of which already have experience installing the
exact systems the City of Chandler wants on previous projects.
Thanks for the opportunity and we hope to work with you and your team again in the near future.
jeffrey iverson
480.776.0155 x102 office
480.776.0157 fax
Shastazy
Crcunverreitt & Olpraypie
From: Justin Miller (Caliente Construction Inc.) <team@buildingconnected.com>
Sent: Wednesday, October 6, 2021 1:32 PM
To: Jeffrey Iverson <jeff@hydrocon.com>
Subject: Bid Invite: COC JOC CS2201.401 Arrowhead, Folley & Nozomi...
Justin Miller from Caliente Construction Inc. has invited you to bid on
COC JOC CS2201.401 Arrowhead, Folley &
Nozomi Safety Improvements: Swimming Pools
View this RFP | View Bid Form
Already know if Shasta Industries will bid on this RFP? Let Justin Miller at
Caliente Construction Inc. know:
Bidding || Not Bidding |} Not Sure
Project Details
Location: AZ, United States of America
Bid Due: October 11, 2021
Caliente Construction would like to invite you to submit a proposal on the COC JOC
CS2201.401 Arrowhead, Folley & Nozomi Safety Improvements project.
** This is a Caliente Cons...
View all files and project details »
Client Details
Lead: Justin Miller
Project Manager « +1 480-894-5500 « jmiller@calienteconstruction.com
Caliente Construction Inc.
485 W Vaughn St, Tempe, AZ 85283, USA
www.buildingconnected.com support@buildingconnected.com
© Copyright 2021 BuildingConnected.com. All Rights Reserved.
925 Mission St, San Francisco, CA 94103
EXHIBIT B
FEE SCHEDULE
City of Chandler Job Order Project Agreement
Public Works & Utilities Department, Capital Projects Division
Project Name: ARROWHEAD, FOLLEY, AND NOZOMI AQUATIC CENTERS SAFETY IMPROVEMENTS
Project No.: CS2201.401
Rev. 9/18/2020
B-1
Caliente Construction Inc.
General Construction - Construction Management - Design/Build - Facilities Management
EXHIBIT "B"
COC JOC 1904.401 CS2201.401 Arrowhead, Folley and Nozomi Safety
Improvements R1
JOB ORDER COST PROPOSAL
SUMMARY SHEET
12/7/2021
Negotiated Prices
Price of Subcontractor(s) $ 56,977.77
Price of Subconsultant(s) $ -
General Conditions $ 13,370.00
Preconstruction Labor (if applicable) $ -
Construction Labor (if applicable) $ -
SUBTOTAL (NEGOTIATED PRICES):| $ 70,347.77
Overhead and Profit (Coefficient per Job Order Master Agreement) [ 10.00% $ 7,034.78
TOTAL (NEGOTIATED PRICES + OVERHEAD & PROFIT):|} $ 77,382.55
Insurance, Bonds, & Taxes
Sales Tax Percentage (Current Tax Rate) MRRA 0.000% $ -
General Liability Insurance Percentage (Actual Cost per Job Order) 1.00% $ 703.48
Builder's Risk Insurance Percentage (Actual Cost per Job Order) 0.50% $ 351.74
Payment Bond (Actual Cost per Job Order) 1.50% $ 1,176.57
Performance Bond (Actual Cost per Job Order) INC 0.00% $ -
SUBTOTAL (INSURANCE, BONDS, & TAXES): $ 2,231.79
COMBINED TOTAL (TOTAL + INSURANCE, BONDS, & TAXES):| $ 79,614.33
City's Allowance $ 7,000.00
TOTAL JOB ORDER:| $ 86,614.33
Per the Job Order Master Agreement - [his Fee lable includes all fees, costs, insurance and bond premiums, allowances,
construction contingency, and taxes of any type necessary to fully, propertly and timely perform and construct the Work.
Also per the Job Order Master Agreement - For any portion of the Work which, either through this Contract, Change Order or
otherwise, is performed and paid for on a cost, or time and materials basis, the costs may be reimbursed to JOC Contractor
and chargeable against the Contract Price will be determined as set forth in MAG 109.5.
mA #1 Tenant impruvenent Corfracter In Arizona 20%6, 2017, 2018 & #1 General Contactar in Artzons 2017; 20%8, 2015
certifred 2008 Tere Business Excolonoe Award Winner
WBENG 485 V/, Vaughn Strect, TeTeo, AZ 85283 / Bhoee; (420) BIM-5500/ Fax: (420) BM.2323
J AZROCONGIS. AZ RCCORETED. AZ RCCIGASH! . CA 770923 UT 4741592-520
ID RICE.26525.. Nit US371. CO 251580. NT GOGIT. CR 210576 . Yu GOK-190-824
“We build more than structures; we build confidence and relationships that last”
€
Caliente
Construction Inc.
COC JOC 1904.401 CS2201.401
Project: Arrowhead, Folley and Nozomi Safety
Improvements R1
100 Building Sq. Ft.
Owner: City of Chandler - Site Sq. Ft.
Architect: NIA 0.00 Site Acres
Bid Date: 4217/2021 RFI(s): 00000 Permit Set
Taxing Jurisdiction: Chandler Addendum(s): 00000
MRRA or TPT: MRRA
DESCRIPTION TOTALS
DIVISION 1 GENERAL CONDITIONS $ 13,370.00
DIVISION 13 SPECIAL CONSTRUCTION $ 56,977.77
Subtotal of Cost Of Work $ 70,347.77
IOVERHEAD/PROFIT 10.00% $ 7,034.78
GENERAL LIABILITY INSURANCE 1.00% $ 703.48
BUILDERS RISK INSURANCE 0.50% $ 351.74
BONDING FEES 1.50% $ 1,176.57
CONSTRUCTION ALLOWANCE LS $ 7,000.00
TAX (Chandler 5.070%) MRRA (by subcontractors) 0.000% $ -
TOTAL COST $ 86,614.33
@
Caliente COC JOC 1904.401 CS2201.401 Arrowhead, Folley and Nozomi Safety Improvements
Construction Inc.
General Conditions
3 Weeks
DATE: 12/7/2021 21 Calendar Days
CODE ITEM QTY TYP RATE SUBTOTAL
GENERAL CONDITIONS $ 12,620.00
00-1040 }| Project Manager 0.40 WK $ 4,200.00 | $ 1,680.00
00-1052 | Assistant Project Manager 0.30 WK $ 3,200.00 | $ 960.00
00-1047 | Project Coordinator 0.20 WK $ 2,400.00 | $ 480.00
00-1045 | Superintendent 2.50 WK $ 3,800.00 | $ 9,500.00
GENERAL REQUIREMENTS $ 750.00
00-1096 | Safety / Temp Protection 1.00 LS $ 750.00 | $ 750.00
GENERAL CONDITIONS TOTAL $ 13,370.00