HomeMy WebLinkAboutPW16-067 - Change Order - #2 - Rodarte Construction, Inc. - James Street Pump Station - 08/24/2016 I
Records Man, e'`
Document
CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission
to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office.
Vendor Name: Rodarte Construction, Inc.
Vendor Number:
JD Edwards Number
Contract Number: PW 16-067 .00
This is assigned by City Clerk's Office
Project Name: James Street Pump Station
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract
❑ Other:
Contract Effective Date: 2/29/16 Termination Date:
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Garrett Inouye Department: PW Engineering
Contract Amount: $2,329,398.98
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order #2
As of: 08/27/14
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[CENT
WASHING70N
CHANGE ORDER NO. #2
NAME OF CONTRACTOR: Rodarte Construction, Inc. ("Contractor")
CONTRACT NAME & PROJECT NUMBER: James Street Pump Station
ORIGINAL CONTRACT DATE: February 29 2016
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:
Additional cost for sound attenuator on the generator which was
omitted from the contract in error.
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, $2,329,398.98
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $-19,891.40
(incl. applicable WSST)
Current Contract Amount $2,309,507.58
(incl. Previous Change Orders)
Current Change Order $5,003.88
Applicable WSST Tax on this Change $475.37
Order
Revised Contract Sum $2,314,986.83
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CHANGE ORDER - 1 OF 3
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Original Time for Completion 120 working days
(insert date)
Revised Time for Completion under 0
prior Change Orders
(insert date)
Days Required (f) for this Change 0 calendar days
Order
Revised Time for Completion 120 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.
CONTRACTOR: CITY OF KENT:
By: By: �ZZ
(slgnatur C C$ (si' atur )
Print Name:'K'" A- I IV Print Name rn rh+' :Y.
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DATE: C � DATE: rdP
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CHANGE ORDER - 2 OF 3
APPROVED A5 TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
[In this field,you may enter the electronic Masan where the contraR has been saved] fill
CHANGE ORDER 3 OF 3
® FILE NO: 200.2
KENT
CHANGE ORDER WOR SHEET NO. 2
_ Construction Management Division - Public Works _
Project: James Street Pump Station Project No.: 10-3009
Project Engineer: Garrett Inouye Fed-Aid No.: N/A
Owners Rep: Phil McConnell Contractor: Rodarte Construction
Date: 7/15/2016
I. PROPOSED CHANGE
Additional cost for sound attenuator on the generator
II. REASON AND BACKGROUND FOR CHANGE
Sound attenuator omitted from contract in error
III. METHOD OF PAYMENT
NEW PAYITEM(S) Not Applicable
Change Order No. _ FOR ACCOUNTING USE ONLY
Soh. No. Item Description Total Est. Qty this Ii Unit Unit Price Total Estimated Cost of
Qtv PE Item
4 _Generator _� {�E*,, uti 1 1 1 FA I $5-003.88 — $5 003.88_
Independent Estimate Attached CREATE PAY ITEM ONLY- Payment to be made ® ' PAY THIS PAY ESTIMATE
REQUIRED i at a later date Pon completionof work__ _
Material Submittals Required - CC: Construction Coordinator New Sub Reqrd? No
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DELETE EXISTING PAY ITEM(S) per 1.-09.5 ® Not Applicable
Change Order No. _ I FOR ACCOUNTING USE ONLY
Sch No. B I No Item Description _ Qty Unit Unit Price Cost of Item
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❑ Independent Estimate Attached - REQUIRED
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
Change Order No. j FOR ACCOUNTING USE ONLY
Sch No B.1 No. Item Description Qty Unit Unit PriceCost of Item
--- -1 --- ----
-- ---- -- -- -- --- - - ; --- --
i Independent Estimate Attached - REQUIRED
1 REV. DATE:4/01/10
• FILE NO: 200.2
{LENT
TOTAL ESTIMATED COST OF CHANGE ORDER * $5,003.88
*Total of the cost of Item Columns
THIS PAY ESTIMATE $5,003.88
IV. WORKING DAYS
Original Contract 1 120 Due This Change Order* j Q j Previous Total 120
_DATEt_.L�
* ExplanationExplanationj Justification Re uired:
TOTAL WORKING DAYS* 120
*This Change Order + Previous Total
All work, materials and measurements to be in accordance with the Standard Specifications
and Contract Special Provisions for the type of work described.
Prepared By: '•" 1 l ra �� Date: � ( L
PhlcMConrielf � '/ 1�
Construction Supervisor: .� . �ri Date:
Paul Kue— hne
Construction Manager: Date:
Eric Connor
2 REV, DATE: 4/01/10
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RODARTE CONSTRUCTION, INC.
P.O. BOX 1875
AUBURN,WA 98071-1875
ph 253-939.0532 fax 253-939-0557 Change Order
PROPOSAL u
PG 1
Customer
Name Phil McConnell Date 4nr2016
Company The City of Kent Job Name: James Street Pump Static
Address 220 Fourth Ave South Slate WA Zip 98032
Phone 253 856.5542 Fax
We hereby submit speufications and estimales for the following ems
ITEM Description Quantity Unit UNIT PRICE AMOUNT
1 Cost to upgrade generator sound atlenuator 1 LS $ 4,467,75 $ 4,467.75
2 General Contractor Mark up at 12% 1 LS $ 536.13 $ 536.13
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4
TOTAL $ 5,003.88
NOTES
Please see 1 page attached
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CHANGE ORDER PROPOSAL �
Attention: Kevn Durrant
Job: James Street Pump Station
Betschart COP#. E1
General COP#
Date: 4/7/2016
Description: Purchase sound enclosure for generator.
Submittals.
DIRECT JOB EXPENSES DOLLARS SUMMARY DOLLARS
Safety @ 2% DLC $0.00 Material Cost $3,700,00
Freight Labor Hours:
Permit&Inspection Aver. Rate Per ManlH[.: $78.70
Insurance Direct Labor Cost $0.00
Job Office&Whs Direct Jab Expense $0,00
Equipment Rental SUBTOTAL $3,700-00
Small Tools @ 2.5%DLC $0 00 Overhead 15% $555.00
Man Lift SUB TOTAL(w/Overhead) $4,255.00
Direct Supervision CO 15%DLC $0.00 Prof& 5% $212.75
Engineering&Drafting SUB TOTAL(wlProf�t&Overhead) $4,467,75
Job Truck
Job Telephone TOTAL PRIME COST $4,46,7.75
Travel Expense
Room &Board SUB CONTRACTORS
Shift Adder
Material Sales Tax 8.8%
$UB TOTAL $D,00
OverheadlProfiC 10% $0.00
TOTAL SUB.COST $0.00
SUB TOTAL $4.467,75
Bond: 0.0% 50.00
Sales Tax: 0.0% $0,00
TOTAL DIRECT JOB EXPENSE $0.00 TOTAL SELLING PRICE $4,467.75
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Authorized Signature
Dduglas Collin
'Note. The above price does not Include any!mpactor Delay Costs. PM/Estimator
We reserve our rights for any Impact or Delay casts incurred
This Propsat may be withdrawn by Betschart Electric incJ not `Tel 360-943--4545
accepted within 30 days invoice Terms r Net 30 Days,A Finance 'Fax 360-943-4767
Charge of 1 5%wrl be made on past Due Balances " Email brandonb@betschartelectric.com
Corresponding Annual Pate of 18%M nimun Finance Charge '500 Cherry St S.E.,Olympia WA 98501
McConnell, Phillip
From: McConnell, Phillip
Sent: Wednesday, April 20, 2016 10:58 AM
To: Kevin Durrant <Kevin@rodarteconstruction.com> (Kevin@rodarteconstruction.com)
Cc: Chad Mills (cmills@midmtn.com); Connor, Eric; Langholz, Ken; Kuehne, Paul;Inouye,
Garrett;johnm@paceengrs.com; KenN@PaceEngrs.com
Subject: sound attenuator upgrade acceptance
Attachments: Scanned from a Xerox Multifunction Printer.pdf
Kevin,
The City accepts Rodarte Construction's proposal for additional costs on the sound attenuator upgrade. Please proceed
with this body of work.
Phil McConnell, Owners Representative
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5542 1 Cell 253-261-5685
pmcconnell@KentWA.goV
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CITY OF KENT, WASHINGTON
KentWA.gov Facebook Twitter YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
-----Original Message-----
From: Kevin Durrant (mailto:Kevin@rodarteconstruction.com)
Sent: Thursday, April 07, 2016 1:35 PM
To:John McAlpine; McConnell, Phillip
Cc: Ken Nilsen; Connor, Eric; Kuehne, Paul; Inouye, Garrett
Subject: RE: Submittal No. 038 sound attenuator
Phil
Please see the attached price information for the optional sound attenuator.
Thanks
Kevin Durrant
Rodarte Construction
-----Original Message-----
From: John McAlpine [mailto:iohnm(@paceengrs.com)
Sent: Thursday, April 07, 2016 7:59 AM
To: McConnell, Phillip<PMcConnell@kentwa.gov>
Cc: Ken Nilsen <kenn@paceengrs.com>; Connor, Eric<EConnor(@kentwa.gov>; Kuehne, Paul <PKuehnePkentwa.gov>;
Inouye, Garrett <Glnouve@kentwa.gov>; Kevin Durrant<Kevin(@rodarteconstruction.com>
Subject: RE: Submittal No. 038 sound attenuator
Good Morning Team,
1
The contract drawings require a 20' -3" long x 7' - 10" wide generator pad.
The specified generator enclosure is 16' - 8" long x 6' - 10" wide. This generator has a horizontal air outlet. This
generator easily fits on our specified generator pad.
The now proposed generator enclosure is 18'-6" long x 6' - 10" wide. This generator has a vertical air outlet. This
generator easily fits on our specified generator pad. I'm sure this generator enclosure will be at an additional cost. The
vertical air exhaust out of the proposed generator is 10' - 8" above the finished grade. As shown in the attachment the
top of the generator wall is 12' - 6". From that elevation the roof goes up at a 12H/4V pitch. The roof of the generator
building is not designed to release the vertical air exhaust from the generator. The generator building has six (6)window
openings that could release the exhaust. However, I don't know the volume of air we're talking about. I'd refer this to
the generator supplier if they feel the six(6) windows would be sufficient.
Sincerely,
John McAlpine P.E. I Project Manager
11255 Kirkland Way Suite 300 1 Kirkland, WA 98033 p, 425.827.2014 f. 425.827.5043 Celebrating 20 Years of Success
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-----Original Message-----
From: McConnell, Phillip [mailto:PMcConnell@kentwa.gov]
Sent: Wednesday, April 06, 2016 3:34 PM
To:John McAlpine
Cc: Ken Nilsen; Connor, Eric; Kuehne, Paul; Inouye, Garrett; Kevin Durrant<I<evin@rodarteconstruction.com>
(Kevin@rodarteconstruction.com)
Subject: FW: Submittal No. 038 sound attenuator
John,
Attached is the information on the F202 sound attenuator, Review and comment on using this housing.
Phil McConnell, Owners Representative
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5542 1 Cell 253-261-5685
pmcconnell@KentWA.gov
CITY OF KENT, WASHINGTON
KentWA.gov Facebook Twitter YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
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-----Original Message-----
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From: Kevin Durrant [mailto:Kevin@rodarteconstruction.com]
Sent: Wednesday,April 06, 2016 3:31 PM
To: McConnell, Phillip
Subject: FW: Submittal No. 038 sound attenuator
2
Phil
Please see the attached drawing showing the size of the optional generator enclosure, also please read the email below
regarding the exhaust configuration.The exhaust would discharge vertically instead of horizontally.
Thanks
Kevin
-----Original Message-----
From: Doug Collin [mailto:DougC@betschartelectric.com]
Sent: Wednesday, April 06, 2016 2:34 PM
To: Kevin Durrant <Kevin@rodarteconstruction.com>
Subject: FW: Submittal No. 038 sound attenuator
Kevin,
See the email information and attachment from our generator supplier regarding the generator sound enclosure. Please
let me know if you have any further questions and whether you need me to pursue pricing on a change.
Thanks,
Douglas Collin
Estimator/ Project Manager
500 Cherry Street SE -Olympia, WA 98501
Phone: 360-943-4545 / Fax: 360-943-4767 DouBC@BetschartElectric.com
Doug,
Please see the attached prints.The fuel tank would be the same for both.The Level 2 enclosure is roughly 3 feet longer
and does cut the sound down quite a bit.At this particular site, I believe they are putting a roof over the generator.The
level 2 enclosure exhausts hot air vertically. I am not sure of the clearance between the top of the generator and the
bottom of the roof. This could be an issue if they are too close.
Thanks
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