Agreement - B&F Contracting

f & CHANDLER
A arizona

Community of Innovation

CITY OF CHANDLER
JOB ORDER PROJECT AGREEMENT

HAHN RESERVOIR MAIN REPAIR

Project No. WA2303.401
Council Date: May 25, 2023 Item No.

This JOB ORDER PROJECT AGREEMENT (“Job Order”) is made this day of 2023
(“Effective Date”), by and between the City of Chandler, an Arizona municipal corporation, (“City”)
and B&F Contracting, Inc., an Arizona corporation, ("JOC Contractor’) and is entered into
pursuant to Job Order Master Agreement No. JOC2101.401 ("JOC Master Agreement”). City and
JOC Contractor may be referred to individually as “Party” or collectively as “Parties”).

City and JOC Contractor, in consideration of the mutual covenants herein set forth, agree as
follows:

RECITALS

A. On or about February 4, 2022, 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 to repair 16-inch water main from Hahn Reservoir
across Warner Road and replace 16-inch valve, 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 HAHN RESERVOIR MAIN REPAIR,
Project Number WA2303.401. The scope of work consists of repairing 16-inch water main from
Hahn Reservoir across Warner Road and replace 16-inch valve., all as more particularly set forth
in Exhibit “A” attached hereto and incorporated herein by reference.

Project Name: HAHN RESERVOIR MAIN REPAIR Page 1
Project No.: WA2303.401
Rev. 10/11/2022

The JOC Contractor will not accept any change of scope, or change in Agreement provisions, unless
issued in writing, as a Agreement amendment or change order and signed by the authorized
signatories for each party.

Performance and Payment Bonds, as set forth in Exhibit “C” and Exhibit “D” respectively attached
hereto and incorporated herein by reference, will be due prior to execution of each Job Order
Project Agreement in the full amount of each Job Order.

At project completion, JOC Contractor must complete Contractor's Affidavit Regarding Settlement
of Claims and Certificate of Completion, as set forth in Exhibit “E” and Exhibit “F” respectively

attached hereto and incorporated herein by reference.

ARTICLE 2. PROJECT PRICE

City will pay JOC Contractor for completion of the Work in accordance with the JOC Master
Agreement a fee not to exceed the Guaranteed Maximum Price of $349,494.23 Dollars
determined and payable as set forth in JOC Master Agreement and Exhibit “B” attached hereto
and made a part hereof by reference.

ARTICLE 3. AGREEMENT TIME & SCHEDULE

JOC Contractor agrees to complete all Construction within 90 calendar days from the Notice to
Proceed (NTP) Date.

ARTICLE 4. JOB ORDER CONTACTS

The following parties serve in the capacity below for this Job Order Project.

CITY: Construction Project Manager: Scott Riter_
Phone: | 480-782-3328

Email: | Scott.riter@chandleraz.gov

JOC CONTRACTOR: B&F Contracting, Inc.

11011 N. 23rd Ave. Phoenix, AZ 85029

JOC Contractor Representative: Kelly Haberly

Phone: | 623-217-7763
kelly.haberly@bfcontracting.com |

Email:

ARTICLE 5. FORCED LABOR OF ETHNIC UYGHURS PROHIBITED

Project Name: HAHN RESERVOIR MAIN REPAIR Page 2
Project No.: WA2303.401
Rev. 10/41/2022

By entering into this Agreement, Contractor certifies and agrees Contractor does not
currently use and will not use for the term of this Agreement: (i) the forced labor of ethnic
Uyghurs in the People’s Republic of China; or (ii) any goods or services produced by the
forced labor of ethnic Uyghurs in the People's Republic of China; or (iii) any contractors,
subcontractors or suppliers that use the forced labor or any goods or services produced
by the forced labor of ethnic Uyghurs in the People's Republic of China

SIGNATURE PAGE TO FOLLOW

Project Name: HAHN RESERVOIR MAIN REPAIR Page 3

Project No.: WA2303.401
Rev. 10/11/2022

IN WITNESS WHEREOF, the Parties have executed this Job Order as of the Effective Date.

“CITY” CITY OF CHANDLER

“JOC CONTRACTOR”
B&F Contracting, Inc.

Digually signed by Kelly Haberly
DN. C -US,

Ke | | H a be rl E> Kelly. Haberly@bicontracung com, O-B&F
Contracting, CN-Kelly Haberly

Date: 2023.05.09 08 46 50 O7'00

RECOMMENDED BY:

Signature Date

Kelly Haberly

Print Name

Public Works Division Manager

Kimberly Moon, P.E.
CIP City Engineer

APPROVED AS TO FORM:

City Attorney ot

ATTEST:

City Clerk Seal

Project Name: HAHN RESERVOIR MAIN REPAIR
Project No.: WA2303.401
Rev, 10/11/2022

Title

kelly.haberly@bfcontracting.com

Signer Email Address

Page 4

EXHIBIT A
SCOPE OF WORK

Project Name: HAHN RESERVOIR MAIN REPAIR Page A-1
Project No.: WA2303.401
Rev. 10/11/2022

May 4, 2023

Scott Riter

City of Chandler Public Works & Utilities Department
975 E. Armstrong Way, Building L

Chandler AZ. 85286

RE: WA2303.401 Hahn Well Main Repair

Subject: Construction JOC Proposal

Scott.

B&F is please to submit our proposal for the Hahn Well Main Repair in
accordance with the Job Order Contract (JOC) for the repair of the 16” water main
crossing Warner Rd. west of McQueen — Project Number WA2303.401. Attached

to this cover letter you will find the B&F Contracting Inc. Construction Services
Proposal.

B&F proposes to complete the work associated with this portion of the JOC fora
not-to-exceed the amount of $349,494.23. Our proposal is based on the pothole
findings and coordination with the City of Chandler and numerous meetings to
discuss the existing 16° main alignment.

Please contact Kelly Haberly at (623)217-7763 if you have any questions or
concerns.

Respectfully,

Kelly Haberly

ROC089744 | BFCONTRACTING.COM { I10It North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 { F: 623.$82.376t

a

&

Built on intogrityt ROC 0897444 / ROC 111282 B-4
B&F Contracting 11011 N. 23" Ave.
Phoenix, AZ. 85029

SCOPE OF WORK — JOC2101.401 - Hahn Well Reservoir Main Repair

This scope of work is to CIPP line a 110If segment of 16” DIP watermain that had ruptured in the
median on Warner Road (west of McQueen). With the CIPP lining and the addition of new
fittings, this will allaw the City of Chandler to start the Hahn Well and deliver water to the
community in which it feeds. The following items will be in the scope of work to be completed
by B&F Contracting but not limited to.

® Traffic Control Plans to allow for work in the westbound inner lane of Warner Rd. to
make necessary asphalt and curb repairs.

e Traffic Control Plans to allow for the work necessary to complete work in the eastbound
outer lane of Warner Rd. to make the tie-Ins and remove and replace the temporary
asphalt patch with a permanent patch per City of Chandler Detail.

e Removal of Landscaping and Tree on the southside of Warner Rd.

* Replacement of tree and landscape restoration.

® Removal & Replacement of sidewalk/curb & gutter.

« The excavation of (2) pits for the CIPP lining to take place.

e The preparation of the (2) pits for Insituform to complete the CIPP lining.

e Cutand remove 6’-8' sections of the 16” DIP main to accommodate the CIPP lining
process,

e Initial CCTV of the 16” main (Pre & Post)

e Lining of the 16” DIP main with a fully structural NSF 61 liner.

* B&F will pravide a Sealed CIPP liner calculation package from an AZ licensed PE (civil or
structural).

« Installation of (1) new 16” gate valve/pipe & fittings.

¢ B&F will provide public notifications to all that will be affected by the shut-down for the
tie-in.

e Traffic control will be an allowance-based line item in the contract (SOV).

Kelly Hoey 7 Va
Public Works Division WH er

io Task Task Name Duration Start ~ May 2023 : june 2023 july 2023
Mode 26001 6 11. 16 210 2 31 5 10 15 2G 2% 30 5 10
1 Hahn Water Reservoir Repair
oi fo e dS i t
2 NTP 1day Wed 6/7/23 NTP
it
3 Submitals 15 days Tue 5/16/23 Submitals
: 4
4 Traffic Control Plan 11 days Thu 6/1/23 Traffic Control Plan
bi i
5 Precon 1 day? Mon 6/5/23 Precon
6 feo, Blue Stake 1 day? Tue 6/6/23 Blue Stake
>
7 fom Mobilize 1 day? Mon 6/12/23 Mobilize
8 om, Set Up Traffic Control, 0,.25days = Mon 6/12/23
(fast Bound Outer Lane} rs
9 me, Remove Tree/Concrete 2 days Tue 6/13/23 Remove Tree/Concrete (South)
(South) v.
10 -~ Excavate (2) 6'x10' Pits 2.5 days Thu 6/15/23 Excavate (2) 6'x10' Pits
+
n ~ Cut Existing Pipe/CCTV 1.5 days Mon 6/19/23 Cut Existing Pipe/CCTV CIPP Pipe/Flush/Plug Existing Pip|
CIPP Pipe/Flush/Plug *
Existing Pipe
Task Inactive Summary External Tasks
Split Manual 1ask & S82 § Lxternal Milestone
Milestone e@ Duration only Deadline
Project: Hahn Water Reservior R) -
| ee | ; _ enn
Date: Fri 5/5/23 Summary Manual Summary Rollup swsemacwussoneseese: Progress
Proyect Summary Manual Summary a} Manual Progress eee we
Inactive Task Start only t
inactive Milestone Finisty only i
Page 1

Py

ip Task Task Name

Duration Start May 2073 June 2023 July 2023
Mode 26001 6 1 1 21 2 31 5 10 15 20 45 30 5 100 15
12 ~” 16" CIPP Lining 1day Wed 6/21/23 16” CIPP Lining
+
3 -, Cap/Pressure 3 days Thu 6/22/23 Cap/Pressure Test/Chlorinate/Flush
Test/Chlorinate/Flush Y
14 ™ Build South Valve & 1 day Thu 6/22/23 Build South Valve & Appertences/swab and Install
Appertences/swab and *
Install
15 = Shutdown and Tie into 0.5 days Fri 6/23/23 Shutdown and Tie into Existing 16in (Early AM)
Existing 16in (Early AM) *
16 =, Backfill Excavation Pits 2 days Fri 6/23/23 Backfill Excavation Pits
7
i
7 Lal Replace 3 days Fri 6/23/23 Replace Concrete/Asphalt (West Bound & East Bou
Concrete/Asphalt (West
Bound & East Bound)
18 ~~ Install Tree lday Wed 6/28/23 Install Tree
>
19 ae Lanscaping on South 2 days Thu 6/29/23 Lanscaping on South Side
aa
Side
20 ss Substantial Completion 1 day Fri 6/30/23
4
ral =, Punch List Walk lday Mon 7/3/23 Punch List Walk Through
Through
22 we, Site Clean Up lday Mon 7/3/23 Site Clean Up
Task Inactive Summary External Tasks
Spat Manual Task i aes F External Milestone
Milestone ° Duration only Deadline
Project: Hahn Water Reservior R Manual Summary ROlUp sessocmmmamemenene — PYOGTCss — enmemetnantmnrmnrar
. " [ en | al Sumi % ad emma
Date: Fri §/5/23 Summary ny RON
Project Summary Manual Summary Poem Manual Progress cree em ome a
Inactive Task Start only i
inactive Milestone Finish only }
Page 2

Io Task Task Name

Duration Start May 2023 June 2023 July 2023
Mode 2% 01 6 61 16 FH 1g
23 - Demobilize 1 day Tue 7/4/23 Demobilize
”
Task inactive Summary Cxternal Tasks
Split . ». Manual Task t E External Milestone
Milestone e Duration only Doadhne
Project: Hahn Water Reservior R
Date: Fri 5/5/23 Summary CO Manual Summary Rollup wmmamasessscenex — Progres’
Proyect Summary : © Manual Summary eT Manual Progress
Inactive Task Start only t

Inactive Milestone Finish only }

Page 3

EXHIBIT B
FEE SCHEDULE

Project Name: HAHN RESERVOIR MAIN REPAIR Page B-1
Project No.: WA2303.401
Rev. 10/41/2022

EXHIBIT "B"

B.F JOB ORDER COST PROPOSAL
SUMMARY SHEET
Built on integrity? City of Chandler Project - WA2303.401
Negotiated Prices
Price of Subcontractor(s) $ 141,050.00
Direct Cost (GC) $ 103,325.49
General Conditions $ 30,129.56
Preconstruction Labor (if applicable) $
Construction Labor (if applicable) $ -
SUBTOTAL (NEGOTIATED PRICES):| $ 274,505.05
Overhead and Profit (Coefficient per Job Order Master Agreement) 8.00% $ 21,960.40
TOTAL (NEGOTIATED PRICES + OVERHEAD & PROFIT):| $ 296,465.45
Insurance, Bonds, & Taxes
Sales Tax Percentage (Current Tax Rate) ENTER TAX % HERE: 5.07% $ 15,030.80
General Liability Insurance Percentage (Actual Cost per Job Order) 1.00% $ 2,964.65
Builder's Risk Insurance Percentage (Actual Cost per Job Order) 0.10% $ 296.47
Payment Bond (Actual Cost per Job Order) 0.50% $ 1,482.33
Performance Bond (Actual Cost per Job Order) 0.50% $ 1,482.33
SUBTOTAL (INSURANCE, BONDS, & TAXES): $ 21,256.57
COMBINED TOTAL (TOTAL + INSURANCE, BONDS, & TAXES):| $ 317,722.03
City’s Allowance @ 10% ] 10% $ 31,772.20
TOTAL JOB ORDER:| $ 349,494.23

Per the fob Order Master Agreement - This Fee Table includes ail 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 fob 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 casts may be reimbursed to JOC Contractor and chargeable against the Contract Price will
be determined as set forth in MAG 109.5.

BF

WA2303.401 - Hahn Reservoir Main Repair

SOV
5/3/2023
DETAIL SUMMARY
E Estimate
& | Category Description of Work Quantity Unit Unit Price Contract Price Basis
GC - B&F Scope
2 Tree Removal & Replace 1 tA $ 6,8/6.39 § 6,876.39 Fstm
3 Remove & Replace Concrete Sidewalk 100 SF $ 121.40 $ 11,139.72 Estm
4 Remove & Replace Curb & Gutter 30 IF $ 249.72 $ 7,491.69 éstm
5 Sawcutting 60 Lr s 50.00 $ 3,000.00 Estm
Excavate (2) Pits 50. cy $ 308.44 $ 15,421.92 Estm
Demo - Cut Host Pipe for Lining/Plug. 2 EA $ 2,398.38 $ 4,/96.76 Estm
CCTV Fresh Water Camera 1 us S$ 1,350.00 $ 1,350.00 Fstm
= Install New 16" Gate Valve 1 EA $ 12,951.44 $ 12,951.44 tstm
2 DIP CL 350 16"/Bolt Kits/Mega Lugs. 1 us $ 20,662.81 $ 20,662.81 tstm
s Pit Backfill 1 is S 10,554.36 $ 10,554.36 Fstm
8 Landscape Restoration 1 ls $ 3,027.04 $ 3,027.04 Lstm.
8 Asphait Remove & Replace 20 St $ 18252 $ 3,650.32 stm.
CIPP Lining Supprt Crew 110 le $ 2185 $ 2,403.04 tstm
Total B&F Rehab Division $ 103,325.49
6 Lining Subcontractor - Insituform
7 Mobilization 1 Is $ 9,500.00 $ 9,500.00 Quote Attached
16" DIP Lining 110 Le $ 1,105.00 _$ 121,550.00 Quote Attached
Total Insituform $ 131,050.00
8 Traffic Control Subcontractor - Aguilar
9 Traffic Control Barricade Equipment 1 AL $ 10,000.00 _$ 10,000.00 Est
Total Agular $ 10,000.00
19 General Conditions
Mobilization 2 EA $ 1,037.84 $ 2,075.68 Estm.
20) GC - Chlorinate & Pressure Test 3 bY s 2,972.72 $ 8,918.16 Estm.
21 Dump Fees S EA $ 95.00 $ 475.00 tstm
22 Pa Construction Water 15,000 GAL $ 0.05 $ 750.00 Estm
23, 2 Water Meter 1 tA $ 1,500.00 $ 1,500.00 Estm
24 gz Water & Ice 8 bY $ 25.00 $ 200.00 Estm
25 8 GC - Clean Up Site 0.25 bY $ 1,453.76 $ 363.44 Estm
2) 6S Port - A. Johns 0s MO $ 1,000.00 $ 500.00 Estm
27 5 Project Manager 3 by $ 821.12 $ 2,463.36 Estm
28! o Project Superintendent DY S 827.44 § 6,619.52 Estm
29: Project Engineer 5 DY $ 636.88 $ 3,184.40 Estm
First Aid 1 ls $ 150.00 $ 150.00 Estm
PPF/fall Protection 1 is 5 680.00 $ 680.00 Estm.
Small Tools & Supplies 1 Ls $ $00.00 $ 500.00 Estm.
SWPPP 1 Ls $ 1,750.00 $ 1,750.00 Estm
Total GC $ 30,129.56
z= Total Construction Labor & Equipment $ 274,505.05
67 £
68 E Total Subcontractor $ 141,050.00
69] a“ Total General Conditions $ 30,129.56
Total Construction Labor $ 103,325.49
Subtotal prior to JOC Coefficient $ = 274,505.05
70
71 a JOC OH&P Coefficient 8.00% $ 21,960.40
2 Total With Coefficent $ 296,465.45
nl os
33 Insurance Cost 1.00% $ 2,964.65
74 Builders Risk 0.10% $ 296.47
7s Bond Cost 1.00% $ 2,964.65
76] Sales Tax 5.07% $ 15,030.80
Total General Contractor $ 317,721.93
a 2
2 Owner's Allowance 1 AL S$ 32,011.93 $ 31,772.19

Cost Detail

Proposal

Corporate: 11011 N. 23rd Ave. Phoentx, AZ 85029
Office: 623-$82-1170|Fax: 623-582-3761

Tucson: 1904 W. Prince Rd. Tucson, AZ 85705

Office: 520- 207-82 28|Fax: 520-305-3323

AZ Licenses: ROC-089744 A General Contracting
ROC.141282 8-04 General Engineering

Project Name: WA2303.401 Ilahn Reservoir Main Repair

Customer:

City of Chandler

5/2/2023 11:30:52 AM

Job Number: 22-4470-10 Bid Number: W23025 Billing Address: Mail Stop 407, P.O. Box 4008
Bid As: JOC Chandler, AZ 85244 USA
Estimator: Kelly Haberly Phone: 480-782-3310
Project Address: 490 E Warner Rd, Chandler, AZ Contact: Scott Riter
Completion Date: 6/30/2023
Unit Total
Description Quantity UM Direct Cost Direct Cost
iD} 2 - Tree Removal /Replace 1.00 EACH $6,876.48 $6,876.48
x Tree Removal Crew (2.00 EACH/DY, 0.50 DY} 1.00 FACH $1,236.48 $1,236.48
wee Truck - Crew 4.00 HR $26.45 $105.80
es Backhoe - Light 4.00 HR $80.39 $321.56
& Foreman 4.00 HR $61.61 $246.44
& Operator: Small Equipment 4.00 HR $38.27 $153.08
2 Laborer [2] 4.00 HR ; $26.20 $209.60
. + Small - Tools Chainsaw [2] 4.00 HR $25.00 $200.00
ge Trucking (1.00 DY, 0.50 Trucks, 0.13 LOAD/HR) 1.00 LOAD $540.00 $540.00
(43 Miscellaneous-Dump Fees 1.00 LOAD $100.00 $100.00
Yr Purchase Tree - 15' Replacement 1.00 EACH $5,000.00 $5,000.00
{oj 3 - Remove & Replace Concrete Sidewalk 100.00 SF $111.40 $11,139.72
J CP-Concrete Demo Sidewalk Crew (150.00 SF/DY, 0.67 DY) 100.00 SF $17.42 $1,741.76
Truck » Crew 5.33 HR $26.45 $141.07
Backhoe - Light 5.33 HR $80.39 $428.75
Water Truck — 2000 Gal 5.33 HR $33.73 $179.89
a Foreman 5.33 HR $61.61 $328.59
2 Operator: Small Equipment 5.33 HR $38.27 $204.11
2 Laborer [2] 5.33 HR $26.20 $279.47
B Water Truck Driver 5.33 HR $33.73 $179.89
F Trucking (1.00 DY, 1.00 Trucks, 0.25 1.0AD/HR) 2.00 LOAD $540.00 $1,080.00
a TR - 2/6/2023 10:46 AM: ? loads, 2 four hour min.
2 Miscellaneous-Dump Fees 2.00 LOAD $100.00 $200.00
s CP-Concrete Sidewalk Crew (50.00 SF/DY, 2.00 DY) 100.00 SF $66.93 $6,692.96
Truck - Crew 16.00 HR $26.45 $423.20
Box Trailer 16.00 HR $11.23 $179.68
Backhoe - Light 16.00 HR $80.39 $1,286.24
2B Foreman 16.00 HR $61.61 $985.76
& Concrete Finisher [4] 16.00 HR $43.54 $2,786.56
s Operator: Small Equipment 16.00 HR $38.27 $612.32
page 1 of

Unit Total

Description Quantity UM Direct Cost Direct Cost

(item 3 - Remove & Replace Concrete Sidewalk continued)

BS  taborer 16.00 HR $26.20 $419.20
Miscellaneous-Materials 1.00 LS $500.00 $500.00
Ready Mix Concrete - MAG A 3000 5.00 CY $185.00 $925.00

[By 4- Remove & Replace Curb & Gutter (Including Median 30.00 LF $249.72 $7,491.69

Island Curb That Was Previously Removed)

-& —CP-Concrete Demo Curb & Gutter Crew (70.00 LF/DY, 0.43 DY) 30.00 LF $37.32 $1,119.70
Truck - Crew 3.43 HR $26.45 $90.69
Backhoe - Light 3.43 HR $80.39 $275.62
Water Truck - 2000 Gal 3.43 HR $33.73 $115.65

& Foreman 3.43 HR $61.61 $211.23

2 Operator: Small Equipment 3.43 HR $38.27 $131.21

& laborer (2} 3.43 HR $26.20 $179.66

& Water Truck Driver 3.43 HR $33.73 $115.65

ws -CP-Concrete Curb & Gutter Crew (23.33 LF/DY, 1.29 DY) 30.00 LF $158.73 $4,761.99
Truck - Crew 10.29 HR $26.45 $272.06
Box Trailer 10.29 HR $11.23 $115.51
Backhoe - Light 16.00 HR $80.39 $1,286.24

& Foreman 10.29 HR $61.61 $633.70

2 Concrete Finisher {4] 10.29 HR $43.54 $1,791.36

2 Operator: Small Equipment 10.29 HR $38.27 $393.63

2 laborer 10.29 HR $26.20 $269.49

wy Miscellaneous-Materials 1.00 LS $500.00 $500.00

y” Ready Mix Concrete - MAG A 3000 6.00 CY $185.00 $1,110.00

iD} 5 - CP-Saw-cutting W/ Small Crew 60.00 LF $50.00 $3,000.00
iy CP-Sawcutting w/ Small Crew 60.00 LF $50.00 $3,000.00

‘33 = Subcontracted-Sawcutting 60.00 LF $50.00 $3,000.00

[2] 6 - Excavate (2) 6'x10' Pits 50.00 CY $308.44 $15,421.92
tj) = WL-DIP CL 50 i6in Art W/ Extra Large Diameter Crew 50.00 CY $178.04 $8,901.92

/%- WL-DIP CL 50 16in Art Extra Large Diameter Crew (25.00 50.00 CY $178.04 $8,901.92

CY/DY, 2.00 DY)

Truck - Crew 16.00 HR $26.45 $423.20
Excavator - 60k LB 16.00 HR $179.52 $2,872.32
Backhoe - Light 16.00 HR $80.39 $1,286.24
«Water Truck - 2000 Gal 16.00 HR $33.73 $539.68
& Foreman 16.00 HR $61.61 $985.76
& laborer [2] 16.00 HR $26.20 $838.40
2 Water Truck Driver 16.00 HR $33.73 $539.68
z& Operator: Large Equipment 16.00 HR $50.27 $804.32
2 Operator: Small Equipment 16.00 HR $38.27 $612.32
s Trucking (8.00 DY, 0.50 Trucks, 0.06 LOAD/HR) 4.00 LOAD $1,080.00 $4,320.00
Shoring 4.00 DY $550.00 $2,200.00
iD} 7 - Demo - Cut Sections Of Host Pipe For Lining/Plug 2.00 EACH $2,162.74 $4,325.48

Upstream & Downstream Lines

{3} WL-Demo Appurtenances 2.00 EACH $1,987.74 $3,975.48

_& —WL-Demo Appurtenance Crew (1.33 EACH/DY, 1.50 DY) 2.00 EACH $1,987.74 $3,975.48

Truck - Crew 12.00 HR $26.45 $317.40

5/1/2023 13:26:13 AM Hahn Well Water Main Rehab Page 2 of 7

Unit Total
Description Quantity UM Direct Cost Direct Cost

(Item 7 - Demo - Cut Sections Of Host Pipe For Lining/Plug Upstream & Downstream Lines continued)
Backhoe » Light 12.00 HR $80.39 $964.68
sv Water Truck 2000 Gat 12.00 HR $33.73 $404.76
Z Foreman 12.00 HR $61.01 $739.32
2 Operator: Small Equipment 12.00 HR $38.27 $459.24
&  Pipelayer 12.00 HR $30.91 $370.92
2 laborer 12.00 HR $26.20 $314.40
2 Water Truck Driver 12.00 HR $33.73 $404.76
"Plug - PVC C-Duct Plug 16in 2.00 EACH $175.00 $350.00
Pump 4in Pump 8,00 HR $28.00 $224.00
RB  Pipelayer (2) - 4.00 HR $30.91 $247.28
@ 8 - GC-CCTV Fresh Water Camera 1.00 LS $1,350.00 $1,350.00
Oy 9 - 16" CIPP Lining 110.00 LF $1,213.21 $133,453.04
gy Subcontracted-CIPP Lining 110.00 LF $1,191.36 $131,050.00
}& —- RH-CIPP Lining Support Crew (110.00 LF/DY, 1.00 bY) 110.00 LF $21.85 $2,403.04
+s Truck - Crew 8.00 HR $26.45 $211.60
tad Backhoe - Light 8.00 HR $80.39 $643.12
21 Water Truck - 2000 Gal 8.00 HR $33.73 $269.84
S& Foreman 8.00 HR $61.61 $492.88
£ Water Truck Driver 8.00 HR $33.73 $269.84
& laborer 8.00 HR $26.20 $209.60
2 Operator: Small Equipment 8.00 HR $38.27 $306.16
Dy 10 - Install New 16" Gate Valves 1.00 EACH $12,951.44 $12,951.44
i) WL-Gate Valve 16in 1.00 EACH $12,951.44 $12,951.44
a Wr cate Valve 16in Appurtenance Crew (2.00 EACH/DY, 0.50 1.00 EACH $1,055.32 $1,055.32

DY)
«Truck - Crew 4.00 HR $26.45 $105.80
.»t Backhoe - Light 4.00 HR $80.39 $321.56
2 Foreman 4.00 HR $61.61 $246.44
2 Operator: Small Equipment 4.00 HR $38.27 $153.08
BS  Pipelayer 4.00 HR $30.91 $123.64
2 iaborer 4.00 HR $26.20 $104.80
Valve Gate Valve 16in 1.00 EACH $9,293.82 $9,293.82
y" Accessory Set - Accessory Set with Gland 1.00 EACH $689.30 $689.30
‘py’ Ready Mix Concrete MAG A 3000 - Short Load 5.00 CY $185.00 $925.00
"Riser Vaive Box Riser 81n 1.00 EACH $988.00 $988.00
@ WL-DIP PC 350 16in - Misc. Mega Lug & Bolt Kits 1.00 LS $20,662.81 $20,662.81
wy WL-DIP PC 350 16in Raw W/ Extra Large Diameter Crew 1.00 LF $20,662.81 $20,662.81
* WL-DIP PC 350 16in Raw Extra Large Diameter Crew (0.67 1.00 LF $13,723.08 $13,723.08
LF/DY, 1.50 DY)
Truck - Crew 12.00 HR $26.45 $317.40
Excavator - 110k LB 12.00 HR $254.32 $3,051.84
Excavator - 75k LB 12.00 HR $166.30 $1,995.66
Wheel Loader - 40k LB 12.00 HR $94.96 $1,139.57
Backhoe - Light 12.00 HR $80.39 $964.68
t+ Dump Truck - 10 Wheel 12.00 HR $62.67 $752.04
Water Truck - 4000 Gal 12.00 HR $68.40 $820.80
WA2303.401 Hahn Reservow Main Repair Page 3 of 7

5/2/2023 11:30:52 AM

Unit Total
Description Quantity UM Direct Cost Direct Cost

(item WL-DIP PC 350 16in - Misc. Mega Lug & Bolt Kits continued)
&  Pipelayer [2] 12.00 HR $30.91 $741.84
& Laborer [2] 12.00 HR $26.20 $628.80
S& Truck Driver 12.00 HR $29.73 $356.76
£ Water Truck Driver 12.00 HR $33.73 $404.76
MJ Sleeve 2.00 EACH $573.07 $1,146.14
47" Field Lock Gasket 1.00 EACH $86.08 $86.08
‘y@ DIP Mega With Kit 8.00 EACH $344.65 $2,757.20
“DIP MJ Tee 16 1.08 EACH $1,247.26 $1,247.26
MJ 90 1.00 EACH $890.06 $890.06
‘y" Foster 16 1.00 EACH $724.99 $724.99
‘Tape - Marking Tape 4.00 ROLL $88.00 $88.00
1 | 11 - Pit Backfill (2) - Crew And Material 1.00 LS $10,554.36 $10,554.36
J) WL-DIP PC 350 16in Art W/ Large Diameter Crew 1.00 LF $8,502.20 $8,502.20
'® — WL-DIP PC 350 16in Art Large Diameter Crew (1.00 LF/DY, 1.00 LF $2,657.20 $2,657.20

1.00 DY)
Truck - Crew 8.00 HR $26.45 $211.60
“ Backhoe - Light [2] 8.00 HR $80.39 $1,286.24
2 foreman 8.00 HR $61.61 $492.88
2 Pipelayer 8.00 HR $30.91 $247.28
&, laborer [2] 8.00 HR $26.20 $419.20
Ready Mix - Slurry ABC Slurry 1/2 Sack 46.00 CY $125.00 $5,750.00
4” Tape - Marking Tape 1.00 ROLL $95.00 $95.00
Shoring 3.00 DY $550.00 $1,650.00
2 Operator: Large Equipment 8.00 HR $50.27 $402.16
B 12 - Landscape Restoration 1,00 LS $3,027.04 $3,027.04
Jy GC-Landscaping Crew (EACH) (1.00 AL/DY, 1.00 DY} 1.00 AL $2,403.04 $2,403.04
Truck - Crew 8.00 HR $26.45 $211.60
Water Truck - 2000 Gal 8.00 HR $33.73 $269.84
. Backhoe - Light 8.00 HR $80.39 $643.12
& Foreman 8.00 HR $61.61 $492.88
2 Operator: Small Equipment 8.00 HR $38.27 $306.16
2 Laborer 8.00 HR $26.20 $209.60
2 Water Truck Driver 8.00 HR $33.73 $269.84
¥? Aggregate - Replace DG 12.00 TON $52.00 $624.00
1D] 13 - Traffic Control 1.00 AL $10,000.00 $10,000.00
Barricades 8.00 DY $1,250.00 $10,000.00
iD] 14 - CP-Asphalt Remove & Replace 20.00 SF $182.52 $3,650.32
(J CP-Asphalt Paving 20.00 SY $182.52 $3,650.32
CP-Asphalt Paving Crew (40.00 SY/DY, 0.50 DY) 20.00 SY $88.77 $1,775.32
Truck - Crew 4.00 HR $26.45 $105.80
Asphalt Roller - 35in-50in 4.00 HR $3h.11 $124.44
Backhoe - Light 4.00 HR $80.39 $321.56
:. Dump Truck - 6 Wheel (Bobtail) 4.00 HR $59.40 $237.60
& Foreman 4.00 HR $61.61 $246.44
2 Operator: Small Equipment [2] 4.00 HR $38.27 $306.16
B&B laborer [3] 4.00 HR $26.20 $314.40
5/1/2023 11:26:13 AM Hahn Well Water Main Rehab page 4 of 7

Unit Total
Description Quantity UM Direct Cast Direct Cost

(Item 14 - CP-Asphalt Remove & Replace continued}
2 Operator: Small Equipment [2] 4.00 HR $38.27 $306.16
& Laborer [3] 4.00 HR $26.20 $314.40
BS truck Driver 4.00 HR $29.73 $118.99
Asphalt - Asphalt 25.00 TON $58.00 $1,450.00
¥ Aspahit - Tack Coat 1.00 SGAL $225.00 $225.00
_. aj Crack Seal 1.00 LS $200.00 $200.00

Indirect Items
Unit Total
Description Quantity UM Indirect Cost Indirect Cost
f& 1.1 - GC-Mobilization 2.00 TRIP $1,037.84 $2,075.68
LY GC-Mobilization 2.00 TRIP $1,037.84 $2,075.68
A GC-Mobilization Crew (1.00 TRIP/DY, 2.00 DY) 2.00 TRIP $1,037.84 $2,075.68
Transport Truck 16.00 HR $79.82 $1,277.12
+e Transport Trailer - 48 FT 16.00 HR $20.18 $322.88
B truck Driver 16.00 HR $29.73 $475.68
iD 1.3 - GC-Chiorine & Pressure Test 3.00 DY $2,972.72 $8,918.16
wy GC-Chlorine & Pressure Test 3.00 DY $2,972.72 $8,918.16
a GC-Chlorine & Pressure Test Crew (1.00 DY/DY, 3.00 DY) 3.00 DY $2,972.72 $8,918.16
ist Truck - Crew 24.00 HR $26.45 $634.80
4 Backhoe - Light 24.00 HR $80.39 $1,979.36
.« — Water Truck - 2000 Gal 24.00 HR $33.73 $809.52
«Hydrostatic Test Pump Trailer 24.00 HR $40.30 $967.20
3 Foreman 74.00 HR $61.61 $1,478.64
& Operator: Smalt Equipment 24.00 HR $38.27 $918.48
2 Pipelayer 24.00 HR $30.91 $741.84
Be laborer 24.00 HR $26.20 $628.80
2&2 Water Truck Driver 24.00 HR $33.73 $809.52
[8] 2.0 - J1- Dump Fees 5.00 EACH $95.00 $475.00
@ 2.2 ~ Ji-Construction Water 15,000.00 GAL $0.05 $750.00
fa 2.3 - J1-Water Meter 1.00 EACH $1,500.00 $1,500.00
iP | 2.4 - JI-Water & Ice 8.00 WDAY $25.00 $200.00
a 2.6 - GC-Site Clean Up 0.25 DY $1,453.76 $363.44
A) GC-Site/Yard Setup & Takedown 0.25 DY $1,453.76 $363.44
x GC-Site/Yard Setup & Takedown Crew (1.00 DY/DY, 0.25 DY) 0.25 DY $1,453.76 $363.44
Truck - Crew 7.00 HR $26.45 $52.90
- Water Truck 2000 Gal 2.00 HR $33.73 $67.46
2 Foreman 2.00 HR $61.61 $123.22
& laborer 2.00 HR $26.20 $52.40
& Water Truck Driver 2.00 HR $33.73 $67.46
iO} 2.8 - JI-Portas/J-Johns 0.50 MO _ $1,000.00 $500.00
@ 3.1 - JI-Project Manager 3.00 DY $821.12 $2,463.36
wg dI-Proyect Manager 24.00 HR $102.64 $2,463.36
A JI Project Manager Crew (8.00 HR/DY, 3.00 DY) 24.00 HR $102.64 $? 463.36
WA2303.401 Hahn Reservoir Main Repair Page 5 of 7

5/2/2023 11:30:52 AM

Unit

Total

Description Quantity UM Indirect Cost Indirect Cost

(item 3.1 - JI-Project Manager continued)
_® — J1-Project Manager Crew (8.00 HR/DY, 3.00 DY) 24.00 HR $102.64 $2,463.36
Truck - Management 24.00 HR $16.67 $400.08
S& Project Manager 24.00 HR $85.97 $2,063.28
a 3.2 - JI-Project Superintendent 8.00 DY $827.44 $6,619.52
18) 31-Project Superintendent 64.00 HR $103.43 $6,619.52
%} —-J1-Project Superintendent Crew (8.00 HR/DY, 8.00 DY) 64.00 HR $103.43 $6,619.52
Truck - Management 64.00 HR $16.67 $1,066.88
2 Project Superintendent 64.00 HR $86.76 $5,552.64
iD | 3.3 - JI-Project Engineer 5.00 DY $636.88 $3,184.40
8p) JI-Project Engineer 40.00 HR $79.61 $3,184.40
a JI-Project Engineer Crew (8.00 HR/DY, 5.00 DY) 40.00 HR $79.61 $3,184.40
Truck - Management 40.00 HR $16.67 $666.80
B Project Engineer 40.00 HR $62.94 $2,517.60
Gd) 5.3 - 3I-First Aid 1.00 LS $150.00 $150.00
iP | 5.4 - JI-PPE/Fall Protection 1.00 LS $680.00 $680.00
Gl 5.5 - JI-Small Tools & Supplies 1.00 LS $500.00 $500.00
& GC-SWPPP 1.00 LS $1,750.00 $1,750.00

Page 6 of 7

5/1/2023 11:26:13 AM Hahn Well Water Main Rehab

EXHIBIT C

PERFORMANCE BOND

ARIZONA STATUTORY PERFORMANCE BOND
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Agreement amount)

KNOW ALL MEN BY THESE PRESENTS THAT:

(hereinafter "Principal”), and (hereinafter “Surety"), a
corporation organized and existing under the laws of the State of with its principal office in the City of
, holding a certificate of authority to transact surety business in Arizona issued by the
Director of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly bound unto

(hereinafter "“Obligee"} in the amount of
(Dollars) ($. ), for the payment whereof, Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated

the ___ day of a , 20__ for construction of HAHN RESERVOIR MAIN REPAIR, WA2303.401
which Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copies at tength
herein.

NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal faithfully performs and
fulfills all the undertakings, covenants, terms, conditions and agreements of the Agreement during the original term of
the Agreement and any extension of the Agreement, with or without notice of the Surety, and during the life of any
guaranty required under the Agreement, and also performs and fulfills all the undertakings, covenants, terms,
conditions, and agreements of all duly authorized modifications of the Agreement that may hereafter be made, notice
of which modifications to the Surety being hereby waived, the above obligation is void. Otherwise it remains in full force
and effect.

PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2,
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions of Title 34,

Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this Agreement.

The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees that
may be fixed by a judge of the court.

Witness our hands this ___ dayof_ , 20_.

PRINCIPAL SFAL

AGENT OF RFCORD
By

SURETY SEAL

Project Name: HAHN RESERVOIR MAIN REPAIR Page C-1
Project No.: WA2303.401
Rev. 10/11/2022