HomeMy WebLinkAboutCAG2020-418 - Change Order - #9 - T. Bailey, Inc. - West Hill Reservoir Construct New 5.0 Million Gallon - 01/27/2023401 Agreement Routing Form
• For Approvals, Signatures and Records Management
KENT This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms.
WASHINGTON (Print on pink or cherry colored paper)
Originator:
Department:
S. Anderson
PW Engineering
Date Sent:
Date Required:
>
1 /23/2023
N/A
0
Im
CL
Authorized to Sign:
Date of Council Approval:
Q
El Director or Designee ❑ Mayor
12/8/2020
Budget Account Number:
Grant? ❑ Yes I] No
W20054.64110.330
N/A
Budget? 0 Yes ❑ No
Type:
Vendor Name:
Category:
T. Bailey, Inc.
Contract
Vendor Number:
Sub -Category:
294554
Change Order #9
=
Project Name: West Hill Reservoir
0
E
L
CProject
Details: Construct a stem wall that will provide support for perimeter fencing and create a grade break for power
_
transformer installation. The grade break was required by PSE for clear space around their transformer.
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W
Agreement Amount: $7,713.86
Basis for Selection of Contractor: Bid
W
3.Start
Date: 12/23/2020
Termination Date: 400 Working Days
Cn
Q
Local Business? ❑ Yes O No*
*If meets requirements perKCC3.70.100, please complete "Vendor Purchase -Local Exceptions" form on Cityspoce.
Notice required prior to disclosure?
Contract Number:
❑ Yes 17 No
CAG2020-418
Date Received by City Attorney: Comments:
Im
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;w
3
30
WIIA
W
p� Date Routed to the Mayor's Office:
in
Date Routed to the City Clerk's Office:
ad«W22373 120 Visit Documents.KentWA.gov to obtain copies of all agreements
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,KcNT
WASHINGTON
CHANGE ORDER NO. 9
NAME OF CONTRACTOR:
CONTRACT NAME & PROJECT NUMBER:
ORIGINAL CONTRACT DATE:
T. Bailey, Inc. ("Contractor")
West Hill Reservoir
December 23, 2020
This Change Order amends the above -referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add
additional work or revise existing work as follows:
In addition to work required under the original Agreement and any prior
Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Construct a stem wall that will provide support for perimeter fencing and
create a grade break for power transformer installation. The grade break
was required by PSE for clear space around their transformer.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $8,493,470.72
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $346,827.49
(incl. applicable WSST)
Current Contract Amount $8,840,298.21
(incl. Previous Change Orders)
Current Change Order
$7,006.23
Applicable WSST Tax on this Change
Order
$707.63
Revised Contract Sum
$8,848,012.07
CHANGE ORDER - 1 OF 3
Original Time for Completion
350 working days
(insert date)
Revised Time for Completion under
45 working days
prior Change Orders
(insert date)
Days Required (f) for this Change Order
5 working days
Revised Time for Completion
400 working days
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above -referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order, including,
without limitation, claims related to contract time, contract acceleration, onsite or home office
overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the
Contractor from strict compliance with the guarantee and warranty provisions of the original
contract, particularly those pertaining to substantial completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order
shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this project
to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
By:
Print Name: Bc
Its Contract Man!
DATE: 1 /24/23
CITY OF KENT:
��\I Chad Bieren
/ •C By: Chad Bleren 2023.01.27 18:33:51-08'00'
( gnature) (signature)
Wardlaw Print Name: Chad Bieren, P.E.__
Its Public Works Director
(title) (title)
DATE:
At- EC
CHANGE ORDER - 2 OF 3
ATTEST:
W�
Kent City Clerk
(in this field, you may enter the electronic filepath where the contract has been saved)
CHANGE ORDER - 3 OF 3
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
File No. 200.2
KENT
Wa H T..
CHANGE ORDER WORKSHEET NO. 9
Construction Engineering Division - Public Works
Project: West Hill Reservoir Project No: 19-3027.1
Project Engineer: RH2/ Drew Holcomb Fed -Aid No: N/A
Capital Projects Phil McConnell Contractor: T Bailey
Manager:
Date: Various
i. rroposeu %.ndnge
Construct a stem wall that will provide support for perimeter fencing and create a grade break for power
tranformer installation. The grade break was required by PSE for clear space around their transformer.
II. Reason and Background for Gnange
There was limited area between the control building and a PSE transformer that needed to be installed
to supply power to the West Hill Reservoir site. Due to this limited distance and the grade change of
2.55 feet, a stem wall had to be intalled. It created a grade break or separation between a walkway
around the building and the top of the transformer vault. The wall also had to be large enough to allow
for the installion of the peremeter fence on top of it.
III. Method of Payment
NEW PAY ITEMS ❑Notapplicable
Sch.
No
Item Description
Total Est.
Unit
Unit Price
Total Estimated Cost of
Item
1
Site Work Changes
1
FA
$7,006.23
$ 7,006.23
$ -
New Pay Items Total: $ 7,006.23
DELETE EXISTING PAY ITEM(S) per 1-09.5 [] Notapplicable
Sch
Bid Item No.
Item Description
Qty
Unit
Unit Price
Cost of Item
No.
Page 1
Delete Existing Pay Items Total: $
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ❑Not applicable
Soh
No.
Bid Item No.
Item Description
Qty
Unit
Unit Price
Cost of Item
Increase / Decrease to Existing Pay Items Total: $
*TOTAL ESTIMATED COST OF CHANGE ORDER: 1 $7,006.23
* Total of the Cost of Item Columns
IV. WORKING DAYS
Original Contract: 350 Due This Change Order: 5 Previous Total: 395
Explanation/Justification for Additional Working Days:
Critical path impacts
*TOTAL WORKING DAYS: 400
* This Change Order + Previous Total
Capital Projects Manager: mc L4 Date:
Phil McConnell
Construction Engineering Date:
Supervisor:
Ja llyn Barry
Construction Manager: Date: jo
Eric Connor
Page 2
T BAILEY, INC.
City of Kent
West Hill Reservoir
Change Order Proposal
ADDITIONAL WORK TO THE CONTRACT: 1. Concrete stem wall around PSE transformer
Dale: 1 /5/2023
COP #: 664-10
ITEM DESCRIPTION
MAT / INV
QTY UNITS LABOR SERVICES SUBCONTRACT
EQUIPMENT
TOTAL
1 Stem wall
Labor (see attached)
1.0 LS
3,423.92
$ 423.92
Equipment (see attached)
1.0 LS
1,768.00
1,
$ 1,7768.0068,00
Materials (see attached)
1.0 LS
1,814.31
-
$ 1,814.31
Subtotal 1,814.31 -
1,768.00
$ 7,006.23
Mark -Up Rates (WSDOT 1.09.6)
Mark-up included in above - see attached
Labor 29%
Total
$ 7,006.23
Material 21 %
Equipment 21%
Subcontractor 12% 1st$25,000
Subcontractor 10 % next $75,000
Subcontractor 7 % next $75,000
CONTRACT TIME EXTENSION: 3 WD
COMMENTS:
Exclude: WSST
Labor
Tim Parker
Nestor Elgarico
Nestor Elgarico
Julius Paul
Julius Paul
Date Hrs
9/29/2023
10/3/2023
10/4/2023
10/3/2023
10/4/2023
Equipment
Excavator
Excavator Delivery
Materials
Corliss 3-Oct
Frontier Bldg Sups 27-Sep
Masons Supply 27-Sep
Addison Supply 27-Sep
Rate
Amount
10
$
48.56
$ 485.60
8
$
54.33
$ 434.64
8
$
54.33
$ 434.64
10
$
62.94
$ 629.40
10
$
62.94
$ 629.40
46
Labor Subtotal
$ 2,613.68
29% Markup
$ 757.97
2% Sick Leave
$ 52.27
Labor Total
$ 3,423.92
5 60 $ 300.00
500 $ 500.00
Equipment Subtotal $ 800.00
21% Markup $ 168.00
Equipment Total $ 1,768.00
$ 658.50
$ 488.95
$ 106.63
$ 245.35
Material Subtotal $ 1,499.43
21% Markup $ 314.88
Material Total $ 1,814.31
Total $ 7,006.23
Invoice Number:
31007124
Invoice Date:
10103/2022
Page:
1
Terms of Sale:
Not 30
Customer Number:
10143507
Customer Job:
KENT WEST HILL RESERVOIR
Tax Code:
13
T BAILEY INC
9628 S MARCIAS POINT RD
ANACORTES WA 98221
SINCE 1892
CORLMO
RESOURCES
Corliss Resources LLC
TO ENSURE PROPER CREDIT, PLEASE INCLUDE
THE INVOICE NUMBER WITH YOUR PAYMENT
l REMIT TO:
j 15620 Collection Center Drive
j Chicago, IL 60693-0156
Tax ID # 41.2061261
items returned are subject to cartago and handling charges. Accounts are due and payable by the above stated terms. [last due accounts are subject to seivice charges as
outlined in [lie Credit Application and/or General Terms and Conditions of Salo. Go to hitps;I/Hub.t_oli"sgtit-lanson.com for access to all tickets, invoices and statements.
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MASONS
AAASCO SUL LY
euxvnta,ayxaare&W
NOCt`I FIWES`f OWNED FOR OVER 90 YEARS
FES1)1A T�,J T BAILEY INC
9628 S MARCH POINT RD
ANACORTES, WA 98221
8/11 To BAILEY'P INC
Gust # 9628 S NAR.CH POINT RD
166290 ANACORTES, WA
98221
INVOICE
Oregon
Washington
Portland
Woodinville
800-537-3407
800-537-6216
503-234.4321
425-487-6161
f2er'riit To
Masons Supply Company
r�5,
PO BOX 1027
RIDGEFIELD, WA 98642
t_n Product
# And Description
1 CFT 12LE
SNAPTIE 12"X8-1/4" PC 1/2" WRENCH HEAD Ioo C'CN
* BECAUSE OF TIIGFt TORSION STRESS, MASCO
GUARANTEE 100% BREAK BACK FORTIES WIT
2 i�IL&W OVER4-3/4"
TDRW]3916
WOODBIT 9116" PA DDLF.
Instructions _ W _t
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iVtasons'1'aconta WILL CALL
{rt.r. �+IliVorCe DBtP ��,j�rC{ti(J!?.,:,rif
�09127/22 5178410-00
R017a1s �' PO
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09/27/22 664 I
Quantity I Quantity Quantity Qty
Ordered Backordered 5htpped UM
--_-----100 a 1ao I EA
2 Lines Total Qty Shipped Total
ftGALTH HAZARD WARNING: Itata
cancer. The International Agency of R
unman carcinogen. The National Ins
respirable crystalline silica Ilan been a
silica sand as a dry abrasive blasting a
irritation if prapper pmtecticn is not in
of sale is dust [?uyar comply with all
€slice. YktSHLY Mix UD C.EMGNT, MORTAR.
Lvv'S RIN.Wi ),NIMIUMA'TOX AND RUN
Ivixtng and application of product
Print Time: 09/28/22 i
II 0
101
_ - -.--'Placed BY'
NESTER
L_.Shipped Terms
09/27/22 1% 10th F/M
Unit
Amount
Price
(Net)
1.03
1
t03.00
1 JEAJ 1.30
'rotas
Taxes
Invoice Total
3.30
r
106.30
0.33
106.63
Cash Discount 1.06 If Paid By Oct I Oth
allinc silica particlCs has long been knonnk tp cause silicon s, n disabling, nm!•revatsible and sarnetitnes Baal fn! g discnso. Respirable crystalline silica also causes lung
desig+mle I cnstalluko s3Gen as carnvnnyonfe to lntumns, and the U.S. `ationai Toxica(ogy Program has eonetuded that respirablo crystalline silica is known lobe n
Safety duct Stealth (Nl(3541) has also recommended that rcspirablc cryatnliine silica be consfAerod n potenllal acoupatlona{ carcinogen, fn addition, exposure to
ppiratory ilisaascs, such as el+conic ob" cc ve pulmonary disease (inclurhng bronchitis and cmpltysvma), as Woil as kidney and Immune system disease, DO not use
Iing and snndbinsthtg of cona.... masonry uoducLa may renal[ in the releeso of dust partietes rospirablo crystalline quartz) which could cause minor eyo or nose
prprerdml Is reriulle a%SpCCIfCtI f!1 lha Sn ery Data Sheet (SDS}} for Concrels lYfasonry pmducis, Sellar disclauns all liibilisy for hao+Nnl imalth eCCecls. Cpn<litions
y laws mxl rcgutatians concerning the use and handling of a1E praiuots contaiaing silica ineluding any prnceclures preformed on concrete or nuutarx coninining
AY CAl:3 P. SK IN ft;7URY. AYOI¢ C.D; iTACI' Svl'I'i! SKUi R'IICRSi i'tlS5S6L1S A?rD wASkl fXl'(fSnD SY,tN ARUAS r'ItD\tCf1.Y W(S'll WA'i'S;R f� ANY CItRSi:NI' M¢XT¢RGS Ohl' iHi D
AND i"T P"'.. f �11SDICAL A'ttC�T(DN. KC¢f OiTf OF RGAC tt OI' C'NSLDILIiN. All pruuuc+SDS me svailnb{a upon mjuaj. 3,lkr advisas ¢nyrr mreviux ail SDS ;,c�ot�ehe
Addison Construction Supply
P.O. Box 9066
Tacoma, WA 98490
(253) 474-0711
Bill To: T BAILEY INC.
JUSTIN RAWLS
9628 S MARCH'S POINT RD
ANACORTES, WA 98221
Invoice
Customer No.: 4789
Invoice No.: 399991
Ship To: T BAILEY INC.
JUSTIN RAWLS
9628 S MARCH'S POINT RD
ANACORTES, WA 98221
09/27/22
W/C Origin
Net 30
Purchase Order Number
Date Sales Person
__._._.._,..�,._..._�,..._._. .BRAD._._._._-�..._,.._____.....�..__'
€ Our Order Number
664 ._
_Order
09/27/22
203465 ,�__.,.w�._
rr--._--_--..--_--.--
I Quantity,_,
Item Number Description
Unit Price Amount
Required Shipped ; 8 O
161 161
R4 REBAR #4 60 GRADE
0.8400
135.24
.668LBS./FT. #13MM
12 @ 20-0
121 121
R4 REBAR #4 60 GRADE
0.9100
110.11
,668LBS./FT. #13MM
12@2-OX2-0, 33 @ 1-7X0-8X1-7
Invoice subtotal
245.35
Invoice total
245.35
20% RESTOCK FEE. SALES UNDER h50 & SPECIAL ORDERS ARE FINAL.
t
P"P
Thank You
1�-T-- `� RIGHT OF WAY LINE
VARIES 24 -36"