HomeMy WebLinkAboutPW17-369 - Change Order - #11 - SB Structures, LLC - LID 363: S 224th St Improvements - 08/26/2019 fH
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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: SB Structures, LLC.
Vendor Number:
JD Edwards Number
Contract Number: PW 17-369-
This is assigned by City Clerk's Office
Project Name: LID 363: S 22411 St. Improvements - 84m Ave. S. to 88rh Ave. S.
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment C Contract
❑ Other:
Contract Effective Date: 6/23/17 Termination Date: 400 Working Days
Contract Renewal Notice (Days).-
Number of days required notice for termination or renewal or amendment
Contract Manager: Carla Maloney Department: PW Enaineerina
Contract Amount: S15,33fl,729,25
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Chanqe Order 4
_...m.... ... _...__....._.
As of: 08/27/14
•
KENT
WASH IN G T O N
CHANGE ORDER NO. #11
NAME OF CONTRACTOR: SB Structures, LLC. ("Contractor")
CONTRACT NAME & PROJECT NUMBER: LID:363 S. 2241h St Improvements 841h to 88th
ORIGINAL CONTRACT DATE: June 23, 2017
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:
Labor and materials to extend bridge approach slab to add protection
over the geofoam bridge approach embankment.
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, $15,330,729.25
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $136,109.63
(incl. applicable WSST)
Current Contract Amount $15,466,838.88
(incl. Previous Change Orders)
Current Change Order $7,504.96
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $15,474,343.84
CHANGE ORDER - 1 OF 3
Original Time for Completion 400 working days
(insert date)
Revised Time for Completion under 19 working days
prior Change Orders
(insert date)
Days Required (f) for this Change 0 calendar days
Order
Revised Time for Completion 419 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: -
(signature) (signature)
Print Name: Print Name: Timothy 1. LaPorte, P.E.
It Its Public Works Director
title) 0 �titl )
DATE: DATE:
CHANGE ORDER - 2 OF 3
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
[In this field,you may enter the electronic filepath where the contract has been saved]
CHANGE ORDER - 3 OF 3
KENT FILE NO: 200.2
CHANGE ORDER WORKSHEET NO. 11
Construction Management Division - Public Works
Project: LID 363 224th St Improvements Project No.: 99-3003
Project Engineer: Fed-Aid No.:
Owners Rep: Jason Bryant Contractor: SB Structures
Date: 8/6/19
I. PROPOSED CHANGE
Labor and materials to extend bridge approach slab
II. REASON AND BACKGROUND FOR CHANGE
Late design change necessary to provide added protection over the geofoam bridge approach
embankment
ITT, METHOD OF PAYMENT
NEW PAY ITEM(S) ❑ Not Applicable
Change Order No. _ FOR ACCOUNTING USE ONLY
Sch.No. ! Item Description ' Total Est. Qty this Unit Unit Price Total Estimated Cost of
Qty PE Item
Approach slab_extension 1 1 EA ! $7,504.96 i $7,504.96
......... ...................._._....................................................__._....._..._................_.....__._.._..._ .....,....
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.....;....
4 i
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® ; Independent Estimate Attached 2 ❑ ; CREATE PAY ITEM ONLY— Payment to be made ® PAY THIS PAY ESTIMATE
-REQUIRED at a later date upon completion of work
................................................................._......................._-................................_..............._................................................._.......................................P........._.....................p............................... _.._.
❑ Material Submittals Required — CC: Construction Coordinator New Sub Reqrd? No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. - FOR ACCOUNTING USE ONLY
Sch.No. I B.I.No. Item Description Qty Unit i Unit Price Cost of Item
_........_.._..a_......_............................................:.................................. ............-...................................................................._
:
_..._...........................................__._..........._.._....................................._....._._.._.__._..._...._...............-- ...__..........................
I
❑ Independent Estimate Attached -REQUIRED ❑
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
Change OrderNo. - FOR ACCOUNTING USE ONLY
Sch. No..............................B......No._.........._........................................_Item..Description--- ........................................._QtY..............................._Unit __.._._......Unit Price..._.._.........._........................................_Cost of Item
1 REV. DATE:4/01/10
KENT• FILE NO: 200.2
.................................._W�s--,..o,o ...................---..................................................
i
....................................._.._..._..........
—- —— -.........._
Independent Estimate Attached - REQUIREDEj
TOTAL ESTIMATED COST OF CHANGE ORDER * $7,504.96
*Total of the Cost of Item Columns
THIS PAY ESTIMATE $7,504.96
IV. WORKING DAYS
Original Contract 400 Due This Change Order* 5 Previous Total 424
........................._........................................................-........................................................................—...................................................................._.......__...............................................
,......... ........._................._............._..----._....._.._....... ..._...-....
DATE..:......_....8Z61.19
DATE.:._.........8 6 19........_.....-- ._.....__............._............----._....._._......._.__......_...._
..................................__...................................-._._...__...........
.........................................._.................................................................................................................
* Ex la nation Justification Re uired: On critical path for project completion
TOTAL WORKING DAYS* 419
*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: �� Date: �
I-4n Bryant
r
Construction Engineering Date:
�
Supervisor:
aul Kuehne
Construction Engineering Date:
Manager:
ric Connor
2 REV. DATE: 4/01/10
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t ` Harris Rebar Seattle Inc. Change Order No.:
'Hrr1 CO-002
CHANGE GOER
Sent To Customer
Bid Item No.: Job No.: Job Description: Original CIO Date: Revised CIO Date:
CO-002 12113767 S. 224th St. Improvements 09/25/18
Sell To: S10228 Customer Job Ref.No.: 99-3003
SB Structures LLC Outside Service C/O No.: SB RATE
P.O. Box 68697
Seattle,WA 98168-0697
USA
Change Order Description:
Approach Slab Extension
Description Type Quantity Unit Price Line Amount
Rebar Grade 60 Weldable Add 0.416 TON 890.00 370.24
Placing Rebar Subcontracted-Black Add 0.416 TON 502.90 209.21
Detailing Add 5.00 HR 85.00 425.00
10% OH&P Add 1 EA 100.44 100.44
Comments
This Change Proposal is based on unit prices which include usual costs elements
such as labor, materials,equipment and normal markups and does not include
any amounts for interference,disruptions, re-scheduling, change in sequence,
work delays and/or associated acceleration.We expressly reserve the right to
submit our request for any of these items should we be faced with performing
our work under these conditions.All terms and conditions of our original bid
proposal will apply.
Total: 1,104.89
Addition To Contract
,a
s' � r Accepted By: Name:
(Please Pint)
Date:
Proposal Terms and Conditions Apply
Harris Rebar Seattle Inc.
4421 192nd Street East,Tacoma, WA 98446, USA T. 253-847-5001 F. 253-847-5004 Customer Copy
a rt
m' sR
R R
National Strength. Local Service.
ITEM OF CHANGE WORKSHEET Detailing tracking# CH-02
Contractor: SB STRUCTURES Date: 9/25/2018
Job Name: S.224TH STREET IMPROVEMENTS
Job No: 12113767 Bid Item: CO-002
Contractor Reference Number: MEMORANDUM 104 ❑For Pricing Only
Change Initiated By: SB STRUCTURES
Dwg/Detail Numbers: SHEET 1 OF 1
Description of Change: ADDITIONAL APPROACH SLAB EXTENSION AT PIER 1&4
(SEE ATTACHED DOCUMENTS)
Pricing Information-Bar x Size/Grade J Black/Epoxy,Weight/Mesh x Size and Square Feet
Bar Size lbs. Black Epoxy grade Bar Size Lbs. Black Epoxy grade
#3 #9
#4 832 X A706/60 #10
#5 #11
#6 #14
#7 #18
#8
Total Added Weight this change= 832 lbs. added mesh:
added couplers:
smooth dwls:
Freight: NO Bill Of Lading: NO
Detailing hrs: 5 Bar List Attached(Yes/No) NO
Installer: HARRIS REBAR
Comments:
Detailer:
Submitted By: CLAYTON HERRON Customer Email: kenin.s@scarsellabros.com
SHEARER DESIGN LLc.
Bridge Design, Construction Engineering and Infrastructure Aesthetics
3613 Phinney Ave N#B
Seattle,WA 98103
(206)781-7830
S. 2241h Street Improvements
Construction Support Memorandum: 104
September 13, 2018
To: Jason Bryant, City of Kent
Subject:Approach Slab Extension
Directive:
Jason ;
Jason for your review is a drawing for extending the approach slab past the geo foam. This extra
extension will aid in protecting the Geo Foam from corrosive spills. This option would be used in lieu of a
flexible membrane.
For cost evaluation the slab extensions contains approximately 8.3 c.y. of Class 4000 concrete plus
rebar.
David Shearer, S.E.
Bridge Engineer
Shearer Design
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