HomeMy WebLinkAboutCAG2022-341 - Change Order - #8 - SCI Infrastructure, LLC - 76th Avenue South: North Segment - 08/03/2023 Agreement Routing Form
• For Approvals,Signatures and Records Management
This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms.
KEN T
W A S H I N G T O N (Print on pink or cherry colored paper)
Originator: Department:
C. Frame PW Engineering
Date Sent: Date Required:
> 8/30/2023 N/A
0
f.
CL Authorized to Sign: Date of Council Approval:
CL 0 Director or Designee ❑Mayor 08/02/2022
Q
Budget Account Number: Grant? 0 Yes ❑No
R90125.64110.120
Budget? El Yes ❑ No Type: Federal
Vendor Name: Category:
SCI Infrastructure, LLC. Contract
Vendor Number: Sub-Category:
C 170264 Change Order#8
0
Project Name: 76th Avenue South - North Segment
E
L
Project Details:Creates abid item to provide compensation for PCCP quanity overrun of
,C CO #5
C
40
E Agreement Amount: $4,357.08 Basis for Selection of Contractor: Bid
d
i Start Date: N/A Termination Date: 103 Working Days
Im
Q
Local Business? ❑Yes ❑No*
*Ifineets requirements per KCC3.70.700,please complete"Vendor Purchase-Local Exceptions'form on Cityspace.
Notice required prior to disclosure? Contract Number:
❑Yes El No CAG2022-341
Date Received by City Attorney: Comments:
01
C
3 0
'A
•� L
Cps Date Routed to the Mayor's Office:
N
Date Routed to the City Clerk's Office:
,M22373, z0 Visit Documents.KentWA.gov to obtain copies of all agreements
•
KENT
WA 5HINGTON
1
CHANGE ORDER NO. #8 {
NAME OF CONTRACTOR: SCI Infrastructure, LLC ("Contractor")
CONTRACT NAME & PROJECT NUMBER: 76t" Avenue South - North Segment
ORIGINAL CONTRACT DATE: August 23, 2022
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:
This change order creates a bid item to provide compensation for PCCP
quanity overrun of Change Order #5
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, $4,165,504.10
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $108,837.49
(incl. applicable WSST)
Current Contract Amount $4,274,341.59
(incl. Previous Change Orders)
Current Change Order $4,357.08
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $4,278,698.67
CHANGE ORDER - 1 OF 3
Original Time for Completion 75 working days
(insert date)
Revised Time for Completion under 28 working days
prior Change Orders
(insert date)
Days Required (t) for this Change Order 00 working days
Revised Time for Completion 103 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:
Digitally signed by Chad
t p Bieren
Chad Bieren Date:2023.08.03
By: By 18:48:06-07'00'
(signa re) (signature)
P ' t ame: tit' _ �C474C eleJL-d Print Name: Chad Bieren,P.E.
t rTN-T tom—(' N ��} Its Public Works Director
(title) (title)
DATE: U,7 7- ` `2 DATE:
AF
Kp EC
CHANGE ORDER - 2 OF 3
ATTEST: APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent City Clerk Kent Law Department
C(tn this field,you may enter the electronic filepath where the contract has been saved]
II
CHANGE ORDER - 3 OF 3
File No. 200.2
ls� •
KENT
W A3HINOTON
CHANGE ORDER WORKSHEET NO. 8
Construction Engineering Division - Public Works
Project: 76th Avenue South - North Segment Project No: 21-3012
Project Engineer: Mark Madfai Fed-Aid No: STPUL-1075(004)
Capital Projects Cameron Bloomer (KBA, Inc.) Contractor: SCI Infrastructure
Manager:
Date: 7/14/2023
I. Proposed Change
This change order creates a bid item to provide compensation for a PCCP quantity overrun of Change
Order 5
II. Reason and Background for Change
The estimated quantity used for change order 5 was a neat line quantity assuming exact conformance
to the 7.5" depth called out in the plans. The specification for PCCP measurement allows a thickness
tolerance of 0.04' (0.48"), to —8" depth. The quantity measured by truck ticket was over the neat line
calculation + tolerance, and over the calculated quantity used for CO 5. This change order creates a bid
item to pay for the calculated quantity + tolerance, a total of 135.6 CY (neat line + tolerance) - 130
(neat line used for CO 5) = 5.6 CY on this change order.
III. Method of Payment
NEW PAY ITEMS o Notapplicable
Schh. Item Description Total
Item Est. Unit Unit Price Total Estimated Cost of
No Qty
I PCCP Qty Overrun CO 5 5.6 CY $778.05 $ 4,357.08
New Pay Items Total: $ 4,357.08
DELETE EXISTING PAY ITEM(S) per 1-09.5 o Notapplicable
Page 1
Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item
No.
$
Delete Existing Pay Items Total: $ -
INCREASE/DECREASE TO EXISTING PAY ITEM(S) o Notapplicable
Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item
No.
$
Increase / Decrease to Existing Pay Items Total: $ -
*TOTAL ESTIMATED COST OF CHANGE ORDER: $4,357.08
* Total of the Cost of Item Columns
IV. WORKING DAYS
Original Contract: 75 Due This Change Order: 0 Previous Total: 103
Explanation/Justification for Additional Working Days:
*TOTAL WORKING DAYS: 103
* This Change Order + Previous Total
Capital Projects Manager: Date: 7/14/2023
Cameron Bloomer (KBA, Inc)
Construction Engineering �s Date:
Supervisor:
7/14/23
for Jason Barry
Construction Manager: � „�� Date: 7/14/23
Eric Connor
Page 2
From: Peterson,Kelly
To: Connor.Eric
Cc: Barry,Jason; Bieren,Chad
Subject: RE:76th Ave S-Concrete to 212th Pricing Rev 1
Date: Wednesday,April 26,2023 12:11:52 PM
Eric-
Chad and I discussed this, please proceed with the CO.
Thank you,
Kelly
Kelly Peterson, AICP, Deputy Director-Engineering
Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5547 - Cell 253-740-8066
Kneterson(&KentWA.QOV
CITY OF KENT,WASHINGTON
KentWA.gov Facebook a wi tei YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Connor, Eric<EConnor@kentwa.gov>
Sent:Wednesday,April 26, 2023 11:05 AM
To: Peterson, Kelly<KPeterson@kentwa.gov>
Cc: Barry,Jason <JBarry@kentwa.gov>
Subject: FW: 76th Ave S - Concrete to 212th Pricing Rev 1
Kelly,
Attached is a revised proposal from SCI for installing cement concrete paving
instead of asphalt paving on the North end of the project. With the deducted
pay items accounted for, the net change order amount would be $86,307.47.
Are we okay to proceed with the change order and scheduling the work?
Please let me know if you have any questions or need any additional
information at this time.
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT,WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Cameron Bloomer<cbloomerPkbacm.com>
Sent: Wednesday,April 26, 2023 9:20 AM
To: Barry,Jason <IRarryPkentwa.gov>; Connor, Eric<FC onnorC@kentwa.gov>
Subject: Fwd: 76th Ave S-Concrete to 212th Pricing Rev 1
EXTERNAL EMAIL
Hi Eric and Jason,
Attached is a counter to our counter proposal. Salinas will try to pour this Friday if we agree.
Reminder their total doesn't include the$43,985 deduction from existing bid items we will make
with this change.
Thanks!
Cameron Bloomer
206.819.7148
Begin forwarded message:
From: David Baus<David Baus(@scibuilds com>
Date:April 26, 2023 at 8:46:22 AM PDT
To:Cameron Bloomer<cbloomer(@kbacm.com>
Cc:Alesia Parker<parkera@its-Seattle com>,Justin Clements
<iclementsl@kbacm.com>,Jamie Masters<i masters Pkbacm com>,Jason Craig
<Jason craigPscibuilds com>, Ken Brumley<ken brumleyl@scibuilds.com>, Andrew
Jonson <andrew ionsonl@scibuilds com>,Jennifer Scoccolo
<Jennifer Scoccolona scibullds.com>
Subject: 76th Ave S-Concrete to 212th Pricing Rev 1
Cameron,
Please see attached revised pricing. If the city will meet us half way to get to your
estimate,SCI will cut our mark up in half so Salinas is made whole.
Thanks,
David Baus
SCI Infrastructure, LLC
2821 S. 154th ST
SeaTac, WA 98188
206.369.3905 Cell
206.242.0633 Office
206.242.0792 FAX
800.255.0633 Toll Free
Contractor# SCIINL*993JA
4/26/2023, 8:35 AM
SOInfrastructure , LLC
H46r4.8uiUthiNor*we4t
PROJECT: 76th Ave S-N Segment
REVISION: 11
DESCRIPTION:
Pricing covers the change from asphalt to 8.5" concrete with dowels from STA 35+10 to STA
36+06. Pricing includes time spent grading, forming, and removing formwork for original curb
and gutter now changed to staple curb. Pricing includes additional sawcutting, including 12-
Depth near 212th intersection, and costs to haul off. Pricing excludes UPO.
Removal of formwork, and demo work $ 12,682.54
8.5 CCP Road with 410C Curb $ 117.609.93
Total Cost: $ 130,292.47
S:\JOBS\2210-76th Ave S-N Segment\05 Extra Work\Conc STA 35+10 to 36+06\Concrete to 212th Pricing Rev 1
Removal of formwork, and demo work Assume 1 operators, 2 laborers for 2 days, w/th 2 pg 2
loads haul off
IA Labor: Rate/MH No. Hours / Day Days Subtotal:
Foreman $ 104.03 1 8.00 -
Operator $ 89.40 1 8.00 2.00 1,430.40
Grade Engineer(0) $ 89.40 1 8.00 - -
Laborer $ 64.65 1 8.00 2.00 1,034.40
Subtotal Labor: $ 2,464.80
1 B Equipment: Rate/Hr No. Hours / Day Days Subtotal:
Dump Truck 94.31 1 4.00 1.00 377.24
45 Mini Excavator 62.24 1 8.00 2.00 995.84
950 Loader 90.55 1 8.00 1.00 724.40
Subtotal Equipment: $ 2,097.48
1C Subcontractors Quantity UM Cost/Unit Subtotal:
Salinas-Formwork for curb&gutter remo 1 LS 3,456.16 - 3,456.16
Evergreen Sawcutting 110 LF 20.00 - 2,200.00
LS - - -
Subtotal Subcontractor 5,656,76
1D Materials Quantity UM Cost/Unit Subtotal:
Dump Fee 2 LID $ 240.00 - 480.00
$ - - -
$ - -
Subtotal Materials: 480.00
Subtotal Items 1A-1D $ 70,698.44
Mark-Up on Labor at 31%: S 764.09
Mark-Up on Equipment at 21%: S 440.47
Mark-Up on Subcontractors at 1 2%: S 678.74
Mark-Up on Materials at 21%: S 700.80
Total Cast I A 1 D 54 t
lA Labor: Rate/MH No. Hours / Day Days Subtotal:
Subtotal Labor: S -
1 B Equipment: Rate/Hr No. Hours / Day Days Subtotal:
Subtotal Equipment: S -
I Subcontractors Quantity UM Cost/Unit Subtotal:
Salinas Mobilization forms and paver 1 LS 4,479.46 - 4,479.46
Pour 8.5"with dowels 130 CY 741.00 - 96,330.00
410C Staple Curb 200 LF 56.00 - 11,200.00
Subtotal Subcontractor 112,009.46
1 D Materials Quantity UM Cost/Unit Subtotal:
$ - -
$ - -
$ - -
Subtotal Materials: -
Subtotal Items lA-1D $ 77Z009.46
Mark-Up on Labor at 29%: $ -
Mark-Up on Equipment at 21%: $
Mark-Up on Subcontractors at 10%($25k to $100k): $11,'�, r=00.946
5 5,600,47
Mark-Up on Materials at 21%: $ -
Total Cost l A - 1 D S 117,609.93
David Baus
From: Ed Savage <ed@salinasconcrete.com>
Sent: Wednesday, April 19, 2023 4:47 PM
To: David Baus
Cc: Brian Fuller; Ken Brumley; Ben Hudson;John Salinas
Subject: Re: 76th Ave S - Concrete to 212th Pricing
David,
All the conditions, inclusions/exclusions in our contract proposal remain the same.
Thanks
Ed
ITEM UP UM Notes
AWR-111 -Start stop of C/G for redesign $ 3,456.16 LS Actual Cost plus markup
Mobilization paving forms and paver $ 4,479.46 LS Based on actual Cost plus markup
CCP-8.5 IN $ 741.00 CY Approx.CT: 130 CY
410C Curb $ 56.00 LF Approx. CT: 200 LF
On Wed, Apr 19, 2023 at 1:31 PM David Baus<David.Baus scibuilds.com>wrote:
Ed,
I think Nixon and Ken were hoping to pour the first half this Friday.After Cameron's response can you get me some
pricing to send in?
Thanks,
David Baus
SCI Infrastructure, LLC
t
INDEPENDENT COST ESTIMATE
Project: 76th Ave South-North Segement 4/25/2023
Owner: City of Kent 21-3012
Prime Contractor: SCI Infrastructure
Subcontractor: STPUL-1705(004)
Description of Work:
PCCP Extension ICE
DOLLAR
Description Item Number Qty Unit Price AMOUNT
Removal of Forms, Extra small CITY
demo,Curb form time and removal New CO 1 $ 12,682.54 $ 12,682.54
PCCP Ind Dowels New CO 130 $ 669.00 $ 86,970.00
410C Curb New CO 199 $ 56.00 $ 11,144.00
Salinas Re-mob New CO 1 $ 4,479.46 $ 4,479.46
Prime Markup New CO 1 $ 10,681.54 $ 10,681.54
Cem Concrete Curb and Gutter 1205 -199 $ 45.00 $ (8,955.00)
HMA Cl 1/2", PG58V-22 1095 -226 $ 155.00 $ (35,030.00)
Total $ 81,972.54
W/O Deduction Bid Items $ 125,957.54
*PCCP Cost Calculation
We have observed a crew of 10 pouring 250 CY in-10 ish hour shifts. Production rate of 25 yrds an hour for 10 people.including
prep,pour,finishing,covering,and cleanup.
65 cyd pour is-2.5 hours at observied production rate.Assume 65 cyd pour will take full 8 hours to set up, pour and finish.Also
assume work can be completed with smaller crew of 8 instead of 10 due to lower volume of work.
*8 hrs-2.5 hrs=5.5 Hrs of extra time due to smaller quantity
*8 person crew x 5.5 hrs x 2 shifts=88 hours
*Rough average loaded crew member rate=$70/Hr
*88 hrs x$70/hr=$6,160 premium for labor.
*Assume equipment is similar,add another$6,000
*Assume PCCP Doweling at 2 people for 8 hours(4 hrs each side)
*16 Hrs x$70/hr= 1120+materials=$1300
Total Premium=$6160+$6000+$1300=$13,460/130 CY= 103.54-->$104/CY. Bid price$565, New price 565+ 104=
1 of 1 P-60(Rev. 2019 Mar)
00
KENT
WASHINGTON Construction Change Directive CCD 004
Project Name: 761"Ave S—North Segment PW Project Number: 21-3012
Contractor: SCI Infrastructure Federal Aid Number: STPUL-1075(004)
Subject: PCCP Limits Date: 411112023
Make the following revision to the contract documents:
Description: Extend the PCCP pavement from 35+10 to 36+06 per revision 6 attached. Revise curb
return table on sheet 11 to match existing conditions.
Materials: No Change.
Construction Requirements: No change
Measurement and Payment: Bid item quantities revised as described in Revision 6
Attachment(s): Revision 6
Contractor Acknowledgement:
By: Date:
David Baus, Project Manager
Owner Approval:
By:
Date: 4/11/2023
Cameron Bloomer, KBA Inc.
By: / Date: 4/12/23
Eric Connor, City of Kent
THIS CONS TUCTION CHANGE DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE.LABOR,EQUIPMENT,
AND/OR MATERIAL OUTLINED IN THIS CHANGE DIRECTIVE SHALL BE PAID BY BID ITEM(S)OR A CHANGE ORDER SHALL BE DEVELOPED FOR TIME
EXTENSION OR CONTRACT PRICE INCREASES. ANY PROTEST TO THE CHANGE DIRECTIVE SHALL FOLLOW 1-04.5 OF THE WSDOT STANDARD
SPECIFICATIONS.
PUBLIC WORKS
Carla Maloney, P.E.
Design Engineering Manager
KENT 400 West Gowe Street
Kent, WA 98032
Fax: 253-856-6500
PHONE: 253-856-5500
Date: April 7, 2023
To: Jason Barry, Construction Engineering Supervisor
Cameron Bloomer P.E., KBA, Inc
CC: Eric Connor, Construction Manager
Eric Knowles and Toby Mollett, City Survey Department
From: Susanne Smith, Design Engineer S1>5
Mark Madfai, P.E., Project Engineering Supervisor
Through: Carla Maloney P.E., Design Engineering Manager
Regarding: Revision #6
761h Avenue South - North Segment
Federal Aid No. STPUL-1075 (004)
Project No. 21-3012
Please have the contractor make the following revision to the above project.
Bid Item changes in the Specification Bid tab:
46.9
1010, Remove Existing Asphalt Concrete Pavement, ADD iil�"SY
78.3
1050, Saw Cut Existing Asphalt Concrete Pavement, ADD*WLF
225.7
1095, HMA Class 1/2", PG 58V-22, REMOVE 24804 TONS
127.8
1096, Cement Concrete Pavement Including Dowels, ADD 1,160.03 CY
410 C Curb PER CHANGE ORDER #3, ADD 216 LF
SHEET 9
Saw Cut and pavement removal moved from Sta. 36+00 to Sta. 36+04 as shown.
Sheet 11
Extend Cement Concrete Pavement and End of Project Match Line Sta. from 35+00 to
Sta. 36+04 as shown.
> End of Revision No.6
O
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• Mayor Dana Ralph
City of Kent Public Works
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