HomeMy WebLinkAboutPW17-369 - Change Order - #8 - SB Structures, LLC - LID 363: S 224th St Improvements - 12/20/2018 1� EOT
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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: PW17-369- 001
This is assigned by City Clerk's Office
Project Name: LID 363: S 22411 St. Improvements - 84t" Ave. S. to 88th Ave. S.
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ 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 Enoineerino
Contract Amount: $15,330,729.25
Approval Authority
:y: (CIRCLE ONE) Department Director- Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Chanqe Order #8
....... ....
As of: 08/27/14
�..,..�/ 14 E N T
CHANGE ORDER NO. #8
NAME OF CONTRACTOR: SB Structures, LLC. ("Contractor")
CONTRACT NAME & PROJECT NUMBER: LID:363 S. 22411 St Improvements 84t' 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:
Provide and install additional bridge distribution slab rebar to meet
minimum structural requirements.
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 $143,260.73
(incl. applicable WSST)
Current Contract Amount $15,473,989.98
(incl. Previous Change Orders)
Current Change Order $1,045.06
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $15,475,035.04
CHANGE ORDER - 1 OF 3
........ ......................_..................._.................._....
Original Time for Completion 400 working days
(insert date)
Revised Time for Completion under.......nm.m...v_.mmt4mworking days
prior Change Orders
(insert date)
... ..............._.........................----_._._.__
Days Required (f) for this Change 0 calendar days
Order
Revised Time for Completion 414 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: C Y OF KENT:
X,. .. ..
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(signature) C, (signature)
Print Name: etAl,QTTf/x 5?� Print Name: Timothv J. LaPorte, P.E.
Its�"�rfj� 't elg! rye. 4�6 Its Public Works Director
(title)
f
DATE: // DATE: ' :•onn/6'
CHANGE ORDER - 2 OF 3
...--=....— .....--......................_.............—.........................—....... —
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
[In eh.,field,y,c may eILer the eIe tronio 61 epaUn whore[he con traa has buen,avcdj
CHANGE ORDER - 3 OF 3
�* T FILE NO: 200.2
CHANGE ORDER WORKSHEET NO. 8
Construction Management Division — Public Works
Project: LID 363 224 St Im rove
� --. �_W„�ti p�,.,.,.�'rnente._....._.Project„N.o�.� —99-3003 .,.,.��...........m...��,..�,.®._,_.............�,.
Project Engineer: Garrett Inouye Fed-Aid No.:
Owners Rep: Jason Bryant Contractor: SB Structures
Date: 11/26/18
I. PROPOSED CHANGE
Provide and install additional bridge distribution slab rebar.
Ii. REASON AND BACKGROUND FOR CHANGE
Design error identified under construction at material submittal review. This work is required by
the En ineer of Record to meet minimum structural re uirements.
IIL METHOD OF PAYMENT
NEW PAY ITEM(S) E] Not Applicable
Change Order No. I I FOR ACCOUNTING USE ONLY
Sch. No. Item Description Total Est, City this Unit Unit Price r Total Estimated Cost of
City PE Item
9 Install Additional Rebar 1 1 Ea, $1045 06 $1 045 06
Independent Estimate Attached CREATE PAX ITEf+R ONLY Payment to be made *� PAY THIS PAY ESTIMATE
- REQUPREl7 .-- at a later—date upon co nirletion, of work
�1a�ere honxttals Reouared CC: IrQnstruck%n C rtdMn LqL .. .. .... � New Sub Reqrd? No
0T Independent Estimate Attached - REQUIRED
TOTAL ESTIMATED COST OF CHANGE ORDER $11045 06
*Total of the Cost of Item Columns
THIS PAY ESTIMATElrtig45 O6
1 REV. DATE: 4/01/10
ICETIT FILE NO: 200.2
IV. WORKING DAYS
Original Contract 400 Due This Change Order* D Previous Total 414
_.
...-DATE: �26/18...... ... .. ...... ,... .. .... ..........DATE _...,.,.11/26/18
TOTAL WORKING DAYS* 414*This Change Order _+ Previous TotalW
Capital Projects Manager: �, „t Date:
Construction Engineering I
Supervisor:
.
Date.
Paul Kuehne
Construction Engineering
g
Mana er: Date. a
..............-—
Eric Connor
2 REV. DATE: 4/01/10
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Harris Rebar Seattle Inc. Change Order No.:
CO-001
CHANGE ORDER
Sent To Customer
Revised CIO Date:
9160 S 224th St. . Improvements 08/23/18
J Bid Item No: Job No ( Job Description: Original CIO Date,
Sell To: S10228 Customer Job Ref.No.: 99-3003
SB Structures LLC
P.O. Box 68697
Seattle,WA 98168-0697
USA
Change Order Description:
Engineer Required Standard Hooks to the Typical
#6 Load Slab Bars
----------
Description Type Quantity Unit Price Line Amount
Rebar Grade 60 Weldable Add 0,369 TON 890.00 327.97
Placing Reber Subcontracted- Black Add 0.369 TON 949.29 350.29
Detailing Add 2,00 HR 85.00 170,00
100%OH&P Add 1 FA 84.83 84.83
Comments
This Charge 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 cur original bid
proposal will apply.
Total: 933.09
Addition To Contract
kd Accepted Byl Name:
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
M
Nationalstrength. Local Service.
ITEM OF CHANGE WORKSHEET Detailing tracking# CH-01
Contractor: SB STRUCTURES Date: 9/2212.018
Jab Name: S.224TH STREET IMPROVEMENTS
Job No: �12113767 Bid Item: 9160
Contractor Reference Number: or Prklmp Cwnu7
Change Initiated By: SB STRUCTURES
Dwg/Detail Numbers: PB20&P821
Description of Change: ENGINEER REQUIRED STANDARD HOOKS TO THE TYPICAL#6 LOAD SLAB BARS.
Pricing Information-Bar x Size/Grade/Black/Epoxy,Weight/Mesh x Size and Square Feet
Bar Size Lbs_ Black Lpoxy grade Bar Size Lbs. Hlack Epoxy grade
#3 _ _ #9
#4 #10 _.__...... _ _.
#5 _m......._____ #11
#6 737 X A706/60 414
#7
#1H
#8
Total Added Weight this change= 737 Ibs, added mesh:
added couplers:
smooth dwls:
Freight: NO Bill Of Lading: NO
'Detailing hrs: 2 Bar List Attached(Yes/No) NO
Installer. HARRIS REBAR
Comments:
Submitted By: CLAYTON HERRON Customer Email:® keyln K!� caa,seflabrtis nai
SHEARER DESIGN LLC.
Bridge Design,Construction Engineering and Infrastruotare Aesthetics
3613 Phoney Ave N#B
Seattle,WA 98103
1206)781-7830..
treptimprovornents
Construction Support Memorandum: 098
August 7, 2018
To: Jason Bryant, City of Kent
Transmittal#92
Subject:Distribution Slab Reinforcing
Comments:
General:
• Provide standard hook on the ends of the#6 bars at the edge of the slab and at the edge of
the anchor curb.
• Provide extra AL5006 at the side of the anchor
See the attached sketch for the geometry and reinforcement at the East wall corner Wall El-E2 and
revise corner reinforcing.
If there are any questions, please give us a call at 206-781-7830.
David Shearer S.E.
NO EXCEPTIONS TAKEN
Bridge Engineer
Shearer Design X MAKE CORRECTIONS NOTED
REJECTED Items Noted
X REVISE AND RESUBMIT
SUBMIT SPECIFIED ITEMS
Checking Is only for general conformance with the design concept
of the project and general compliance with the contract documents.
Any action shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: dimensions which
shall be confirmed and correlated at the job site, fabrication
processes,and techniques of construction,coordination of his work
With that of all other trades,and the satisfactory performance of his
work.
Date: 8/71118 By: D Shearer
Shearer Design LLC
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C Letter of Transmittal
To: Jason Bryant Transmittal M 92
City of Kent Data. 811/2018
220 Fourth Avenue South Contract#: 99-3003 S 224th St Imp rvmnt-841h Ave
Kent,WA 98032
Ph: (253)856-5541
SBI Job#: 3.0593003.00
Subject: Submittal of rebar drawings for distribution slabs
WE ARE SENDING YOU F Attached r- Under separate cover via None the fallowing items:
r Shop drawings f' Prints r- Plans r-- Samples
r Copy of letter r Change order F Specifications rl Submittal
11,6"p,"1111- .... .. .- _._.,__ . .. .-Document TypeDate No Descripllon
Attachment 1 811l18 Submittal of 8 1 18 (Distribution Slab Reber Drawings)pdf
THESE ARE TRANSMITTED as checked below:
W For approval r Approved as submitted r" Resubmit_copies for approval
r For your use r, Approved as noted 1`7 Submit_copies for distribution
17 As requested r- Returned for corrections ❑ Return_corrected prints
1`7 For review and comment r— Other
❑ FOR BIDS DUE 1`1 PRINTS RETURNED AFTER LOAN TO US
Remarks:
Copy To: Shields, Brian (City of Kent), Chau, Alan (City of Kent), Scarsella, Matthew(Scarsella Bros, Inc.)
From: Slater, Kevin (Scarsella Bros, Inc) E.big na6iwer
IF r n k iiuy +n=not rs Holed, Icinely Haply a ,� ui u;e I'eye'I ni 4
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P.O.Bay 68847
�^�{. 9eatue VVA 98168
.II.�,� N,.}' ,n g��y .1f�A b Fax:(2
53)872-6111
Lefler of Transmittal
To: Jason Bryant Transmittal#: 92.1
City of Kent Date: 8/22/2018
220 Fourth Avenue South Contract#: 99-3003 S 224th St Imprvmnt-84th Ave
Kent, WA 98032
Ph: (253)856-5541 SBI Job#: 3.0993003,00
Subject: Submittal of revised rebar drawings for distribution slabs
WE ARE SENDING YOU r Attached r Under separate cover via None the following items:
r Shop drawings ❑ Prints r Plans r Samples
r Copy of letter r Change order r- Specifications ri Submittal
Document Type Copies EDale No. Description
Attachment 1 Submittal of 8 22 18 (Distribution Slab Rebar Drav✓ings)pdf
THESE ARE TRANSMITTED as checked below:
17� For approval F Approved as submitted ❑ Resubmit_copies for approval
r For your use b Approved as noted r Submit copies for distribution
r As requested r Returned for corrections r Return_corrected prints
r For review and comment r Other
r FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US
Remarks:
Copy To: Shields, Brian (City of Kent), Chau, Alan(City of Kent), Scarsella, Matthew(Scarsella Bros, Inc.)
Cictstt 6 9/12/18
From: Slater, Kevin (Scarsplla Bros, Inc,)- Signature:
g If erdnsures are net ae noted,kindly notify us at once. Page 1 of 1
SHEARER DESIGN LLC.
Bridge Design, Construction Engineering and Infrastructure Aesthetics
3613 Phinney Ave N#B
Seattle,VVA 98103
(206)781-7830
S. 224t' Street Improvements
Construction Support Memorandum: 103
September 12, 2018
To: Jason Bryant, City of Kent
Transmittal#92.1
Subject:Distribution Slab Reinforcing
Comments:
General:
• Provide extra AL5006 at the side of the all anchors all sides.
• Provide 7-AL5005 at the hammer head as shown.
The layout dimensions noted "O.K" may vary plus/ minus two inches depending on actual layout. Maintain
the 1-'6" foam block from the inside face of panel.
If there are any questions, please give us a call at 206-781-7830.
David Shearer S.E
NO EXCEPTIONS TAKEN
Bridge Engineer
Shearer Design X MAKE CORRECTIONS NOTED
REJECTED Items Noted
REVISE AND RESUBMIT
SUBMIT SPECIFIED ITEMS
Checking is only for general conformance with the design concept
of the project and general compliance with the contract documents..
Any action shown is subject to the requirements of the plans and
specifications, Contractor is responsible for. dimensions which
shall be confirmed and correlated at the job site, fabrication
processes,and techniques of construction,coordination of his work
with that of all other trades,and the satisfactory performance of his
work.
Date: 9/12/18 By: D Shearer
Shearer Design LLC
P.O.Box 68847
Soatile WA 98168
44,S?B
TRUCTUR S Ph: (253)872-6756
t1 �.9 .�.:Aa� Fax (253)872-71 TI
Letter of Transmittal
To: Jason Bryant Transmittal#: 92.1
City of Kent Date: 6/22/2018
220 Fourth Avenue South Contract#: 99-3003 S 224th St Imprvmnt-84th Ave
Kew,WA 98032
Ph: (253)856-5541
SBI Job#, 3.0993003.00
Subject: Submittal of revised rebar drawings for distribution slabs
WE ARE SENDING YOU r. Attached r Under separate cover via None the following iterns:
r- Shop drawings f-; Prints f-.. Plans F- Samples
T- Copy of letter r— Change order r Specifications ri Submittal
Document Type Copies Date No, Description
.m... ... ._._.v _ ......e.._.._ _. ..
Attachment 1 8120l18 Subri of 8 22 18 (Distribution Slab Rebar Drawings)pdf
THESE ARE TRANSMITTED as checked below:
r� For approval rI Approved as submitted ❑ Resubmit_copies for approval
r- For your use r- Approved as noted r- Submit_copies for distribution
r As requested rl Returned for corrections r Return_corrected prints
f- For review and comment r Other
L FOR BIDS DUE r' PRINTS RETURNED AFTER LOAN TO US
Remarks:
Copy To: Shields, Brian (City of Kent), Chau, Alan (City of Kent), Scarsella, Matthew(Scarsella Bros, Inc.)
From: Slater, Kevin (Scarsella Bras, Inc.) Signature: �,dl
If enclosures are not as nated, kindly notify us at onco. Page t of 1
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