HomeMy WebLinkAboutCAG2023-006 - Change Order - #3 - Active Construction Inc. - S. 240th Street and Russell Road TIB Sidewalk Improvements - 10/03/2023 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:
> 9/20/23
0
3-
0. Authorized to Sign: Date of Council Approval:
a 17 Director or Designee ❑Mayor 12/13/2022
Q
Budget Account Number: Grant? 0 Yes ❑No
R20121.64110.120
Budget? 0 Yes ❑ No Type: N/A
Vendor Name: Category:
Active Construction, Inc. Contract
Vendor Number: Sub-Category:
C 2319336 Change Order#3
ZProject Name: S. 240th Street and Russell Road TIB Sidewalk Improvements
E
`- Project Details:Install french drains behind new sidewalk in front of City of Kent Operations
c
*, building.
C
a,
E Agreement Amount: $3,671.24 Basis for Selection of Contractor: Bid
4)
Y Start Date: N/A Termination Date: 130 Working Days
Ch
Q
Local Business? ❑Yes ❑ No*
*If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspace.
Notice required prior to disclosure? Contract Number:
❑Yes 0 No CAG2023-006
Date Received by City Attorney: Comments:
Im
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3
3cc
a,
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Ch Date Routed to the Mayor's Office:
in
Date Routed to the City Clerk's Office:
,daW22373, 20 Visit Documents.KentWA.gov to obtain copies of all agreements
•
KENT
WAS H I N G T G N
CHANGE ORDER NO. # 3
NAME OF CONTRACTOR: Active Construction, Inc. ("Contractor")
CONTRACT NAME & PROJECT NUMBER:S. 2401h Street and Russell Road TIB Sidewalk
Improvements
ORIGINAL CONTRACT DATE: December 28, 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:
Install french drains behind the new sidewalk in front of the City
Operations building per revision #3. This work was tracked on force
account sheet #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, $1,943,943.00
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $17,804.09
(incl. applicable WSST)
Current Contract Amount $1,961,747.09
(incl. Previous Change Orders)
Current Change Order $3,671.24
Applicable WSST Tax on this Change $0.00
�I
Order
Revised Contract Sum $1,965,418.33
CHANGE ORDER - 1 OF 3
Original Time for Completion 130 working days
(insert date)
Revised Time for Completion under 0 working days
prior Change Orders
(insert date)
Days Required (f) for this Change Order 0 working days
Revised Time for Completion 130 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:
'Oi(I.,e,.n.by Ryan BWke
us, Digitally signed by Chad Bieren
Ryan B U rkl� M+Aactivecanfll�uclhn.com. Chad Bieren Date:2023.10.03 17:47:41-07'00'
CN yan Burks
BY• 0011,023 09 28 10 18'1b0T00' y
(signature) (signature)
Print Name: Print Name: Chad Bieren P.E.
Its Its Public Works Director
(title) (title)
DATE: DATE:
AF EC
KP
CHANGE ORDER - 2 OF 3
I
ATTEST: APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent City Clerk Kent Law Department
C[[n this field,you may enter the electronic filepath where the contract has been saved]
CHANGE ORDER - 3 OF 3
File No. 200.2
KENT
CHANGE ORDER WORKSHEET NO. 3
Construction Engineering Division - Public Works
Project: o 240th and Russell R TIB Sidewalk Project No: 22-3003
Improvements
Project Engineer: Drew Holcomb TIB-Aid No: #P-P-106(P06)-1
Capital Projects Jason Bryant Contractor: ACI
Manaa r• -
Date: 9/13/2023
I. Proposed Change
Install french drains behind new sidewalk in front of the City Operations building per revision #3. This
work was tracked as force account on FA # 5.
II. Reason and Background for Change
During construction it was discovered the elevation of the new sidewalk on 240th caused ponding in the
grass in front yard of the City Operations building. Revision #3 was issued. The work was tracked as
force account on sheet #5
III. Method of Payment
NEW PAY ITEMS ❑ Not applicable
Sch. Total Est. Total Estimated Cost of
No
Item Description t Unit Unit Price Item
1 Sidewalk French Drains - Operations Bldg 1 FA $3,671.24 $ 3,671.24
New Pay Items Total: $ 3,671.24
DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑ Not applicable
Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item
No.
$ -
Delete Existing Pay Items Total: $ -
Page 1
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ❑ Not applicable
Sch Bid Item No. Item Description Qty-7 Unit Unit Price Cost of Item
No.
$ -
Increase / Decrease to Existing Pay Items Total: $ -
*TOTAL ESTIMATED COST OF CHANGE ORDER: $3,671.24
* Total of the Cost of Item Columns
IV. WORKING DAYS
Original Contract: 130 Due This Change Order: 0 Previous Total: 130
Explanation/Justification for Additional Working Days:
*TOTAL WORKING DAYS: 130
* This Change Order + Previous Total
Capital Projects Manager: Date: 3
Jason ryant
Construction Engineering Date:
Supervisor: 9 !S
]a on Barry
Construction Manager: `�rr✓ Date:
Eric Connor
it
Page 2
FA Sheet No.: 5
DAILY REPORT OF
FORCE ACCOUNT WORKED �_ T
Project Name: TIB Sidewalk Improvements Project No: 22-3003,22-3004
Item No.: 8023 Date: 6/9/2023
Description of Work: 240th French Drains
Work by Subcontractor?: No
Prime Contractor: ACI Sub-Contractor:
LABOR
STRAIGHT TIME OVERTIME DOLLAR
NAME CODE OCCUPATION Hrs I Hourly Rate Hrs OT Rate AMOUNT
John A Foreman 3.51 95.31 $ 333.59
Eugene C Foreman 95.31 $ -
Kevin M Laborer App 60% 48.25 $ -
Cody P I loperator 4 91.2 $ 364.80
Cory I lopertator 3.5 91.2 $ 319.20
Mattew Laborer 3 3.5 68.37 $ 239.30
SUBTOTAL-LABOR: $ 1,256.89
LABOR OVERHEAD&PROFIT @ 31% $ 389.64
LABOR TOTAL $ 1,646.53
EQUIPMENT
EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR
Equipment# Equipment Description Hrs Hourly Rate Hrs Standby Rate AMOUNT
437 Bomag 135 70.11 $
441 Chevy 3500 3.5 31.97 $ 111.90
456 420E Cat Backhoe 1.5 105.66 $ 158.49
152 Trailer 1 4 11.25 $ 45.00
492 Dump Truck 41 78.08 $ 312.32
406 85G Deere 2.5 102.75 $ 256.88
SUBTOTAL-EQUIPMENT $ 884.59
EQUIPMENT OVERHEAD&PROFIT @ 21% $ 185.76
EQUIPMENT TOTAL $ 1,070.35
MATERIALS/SERVICES/RENTALS
MATERIALS/SERVICES Quantity Units Unit Price DOLLAR AMOUNT
HD Fowler#16421623 100 ft $ 2.09 $ 209.00
Icon#3608240 14.43 tons $ 22.85 $ 329.73
Fabric 0.5 ft $ 500.00 $ 250.00
$
$
SUBTOTAL $ 788.73
OVERHEAD&PROFIT @ 21% $ 165.63
TOTAL $ 954.36
Verification of Hours Worked: TOTAL: $ 3,671.24
12%MARKUP (for prime when
subcontract work) $
Miranda Frasier
Contractor's Representative® ,craw Date SHEET TOTAL: $ 3,671.24
Owner's Representative Date �s/
Pay Estim e E ed:
Date:
By:
I
Bryant, Jason
From: Connor, Eric
Sent: Tuesday, April 18, 2023 3:34 PM
To: Bryant, Jason; Barry, Jason
Cc: Krier, Rick
Subject: RE:TIB Sidewalks - 240th/Ops ponding
Let's figure that out. If we can do the work later without damaging any new improvements, it
might be good to get pricing up front. With that said, I am fine with using FA and unit prices as
long as we have a change order for all of the costs when complete.
This is happening because the lawn/landscape was draining to ditches that the project
eliminated and the design did not account for it...let's make sure there is not any more of this to
deal with. Perhaps between the park and Meeker?
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: Bryant,Jason <JBryant@kentwa.gov>
Sent:Tuesday,April 18, 2023 3:05 PM
To: Barry,Jason <JBarry@kentwa.gov>; Connor, Eric<EConnor@kentwa.gov>
Cc: Krier, Rick<RKrier@kentwa.gov>
Subject: RE:TIB Sidewalks-240th/Ops ponding
Jason,
I don't think we will need to take out an new sidewalk panels as long as we can passed the
existing sign to tie in to the roof drain. Rick and I'll will take a close look tomorrow before we
pass this on to ACI.
Thank you,
Jason Bryant, capital Projects Manager
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5541 1 Cell 253-261-5663
JBryant KentWA.go
CITY OF KENT,WASHINGTON
KentWA.gov Facebook iYouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Barry,Jason <JBarry kentwa.gov>
Sent:Tuesday,April 18, 2023 2:35 PM
To: Connor, Eric<EConnor kentwa.gov>; Bryant,Jason <JBryant@kentwa.gov>
Cc: Krier, Rick<RKrier@kentwa.gov>
Subject: RE:TIB Sidewalks- 240th/Ops ponding
1
Eric,
Do we want to get pricing for this prior for approval or can we do on FA and follow-up with CO?
A combination of FA and BI's might be most economical.
Jason,
Do we have to tear out new sidewalk to get into the new CB at Shops location?
Thanks,
Jason
Jason Barry, capital projects Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
40 Phone 253-856-5546 1 Cell 253-797-8462
Icri Jbarry(cbKentWA.aov
W.0—x6rbx 6www.KentWA.gov
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-
MAIL
From: Holcomb, Drew <DHolcomb@kentwa.gov>
Sent: Tuesday, April 18, 2023 2:19 PM
To: Connor, Eric <ECon nor@ kentwa.gov>; Barry, Jason <J Barry@ kentwa.gov>; Bryant, Jason
<JBryant kentwa.goy>
Cc: Madfai, Mark<MMadfai kentwa.gov>; Maloney, Carla <CMalonev kentwa.gov>; Peterson, Kelly
<KPeterson kentwa.gov>
Subject: RE: TIB Sidewalks - 240th/Ops ponding
Hello all,
Please see attached Revision 3 for 2401h and Russell sidewalk. This will alleviate the ponding in
front of the Operations building.
Drew Holcomb, P.E. Design Engineer III
Design Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Main 253-856-5561 1 Cell 253-561-1587
dholcomb(d�kentwa.aov
CITY OF KENT,WASHINGTON
KentWA.aov Facebook YouTube Instaaram
From: Holcomb, Drew
Sent: Tuesday, April 18, 2023 11:48 AM
To: Maloney, Carla <CMaloney @ kentwa.gov_>
Cc: Madfai, Mark <MMadfai kentwa.gov>; Bryant, Jason <JBryant kentwa.gov>; Barry, Jason
2
<JBarry kentwa.gov>; Connor, Eric<EConnor kentwa.gov>
Subject: FW:TIB Sidewalks - 240th/Ops ponding
Hello Carla,
Please review the attached Revision 3 that we discussed for 240th and Russell sidewalk. This will
alleviate the ponding in front of the Operations building.
Thank you,
Drew Holcomb, P.E. Design Engineer III
Design Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Main 253-856-5561 1 Cell 253-561-1587
dholcombCa)kentwa.gov
CITY OF KENT, WASHINGTON
KentWA.ciov Facebook YouTube Instaaram
From: Barry, Jason <JBarry kentwa.gov>
Sent: Monday, April 17, 2023 11:14 AM
To: Bryant,Jason <JBryant@kentwa.gov>; Holcomb, Drew<DHolcomb kentwa.gov>
Cc: Connor, Eric <EConnor kentwa.gov>
Subject: RE: TIB Sidewalks - 240th/Ops ponding
Hi Drew,
I'd say this is revision worthy and we'd want to know if we'll be using ADS or PVC perf pipe, the
detail doesn't say. Are we thinking this work will be done as FA and following up with a CO or do
we need to request unit or LS pricing from ACI for approval beforehand?
Thanks,
Jason
Jason Barry, Capital Projects Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5546 1 Cell 253-797-8462
KE T jbarry(@KentWA.gov
www.KentWA.dov
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-
MAIL
From: Holcomb, Drew <DHolcomb@kentwa.gov>
Sent: Monday, April 17, 2023 9:30 AM
To: Bryant,Jason <JBryant kentwa.gov>
Cc: Barry,Jason <JBarry kentwa.gov>
Subject: RE: TIB Sidewalks - 240th/Ops ponding
3
Hi Jason,
Per our conversation regarding ponding in front of Ops. We discussed putting in an underdrain
and connecting that to the downspout which was tied into one of the CBS. Please proceed with
this for the length of the grassy field in front of Ops (see markup).
Underdrain detail
At toe of slope, 6" perf pipe with 6" of washed rock on top and 6" base and geotextile fabric
lining the trench. See attached detail and let me know if you need for information.
Also, looking at Russell Rd., I think I already located catch basins to eliminate a need for
underdrains in most spots except for in front of the coffee shop, it's probably worth putting an
under drain there and connecting that to the MH in the road. I'd be happy to walk it with you to
make sure I got it right.
Thank you,
Drew Holcomb, P.E. Design Engineer III
Design Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Main 253-856-5561 1 Cell 253-561-1587
clholcomb@kentwa.aov
CITY OF KENT,WASHINGTON
KentWA.AOV Facebook YouTube Instaaram
From: Peterson, Kelly<KPeterson@kentwa.gov>
Sent: Wednesday, April 12, 2023 8:05 AM
To: Holcomb, Drew<DHolcomb kentwa.gov>; Bieren, Chad <CBieren kentwa.gov>
Cc: Bryant, Jason <JBrvant kentwa.gov>; Barry,Jason <JBarry kentwa.gov_>; Madfai, Mark
<MMadfai@kentwa.gov>; Maloney, Carla <CMalonev@kentwa.gov>; Connor, Eric <EConnor kentwa.gov>
Subject: RE: TIB Sidewalks - 240th/Ops ponding
Drew-
Thank you for the information below. Please proceed with working with construction on a change
order for the pavement work. Regarding the yard drain, lets have some more discussion on that
later today.
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
KpetersonC@KentWA.gov
CITY OF KENT, WASHINGTON
KentWA.aov Facebook YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
4
From: Holcomb, Drew <DHolcomb@kentwa.gov>
Sent: Tuesday, April 11, 2023 5:33 PM
To: Peterson, Kelly<KPeterson kentwa.gov>; Bieren, Chad <CBieren@kentwa.gov>
Cc: Bryant, Jason <JBrvant@kentwa.gov>; Barry,Jason <JBarry@kentwa.gov>; Madfai, Mark
<MMadfai@kentwa.gov>; Maloney, Carla <CMaloney kentwa.gov>; Connor, Eric<EConnor kentwa.gov>
Subject: RE: TIB Sidewalks - 240th/Ops ponding
Copying Chad, Carla and Eric. Sorry.
Drew Holcomb, P.E. Design Engineer III
Design Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Main 253-856-5561 1 Cell 253-561-1587
dholcomb kentwa.gov
CITY OF KENT, WASHINGTON
KentWA.gov Facebook YouTube Insta4ram
From: Holcomb, Drew
Sent: Tuesday, April 11, 2023 5:32 PM
To: Peterson, Kelly<KPeterson kentwa.gov>
Cc: Bryant, Jason <J Bryant@ kentwa.gov>; Barry,Jason <JBarry kentwa.gov>; Madfai, Mark
<MMadfai kentwa.gov>
Subject: RE: TIB Sidewalks - 240th/Ops ponding
Hello Kelly,
As we discussed earlier today, on 240th in front of Operations we have two issues to discuss.
1. I met with Jason Bryant in the field to look at the pavement. Due to the over excavation
in multiple areas the pavement has gotten even worse and needs to be overlayed to the
centerline. (See proposed plan showing increased paving limits.)
a. The over ex areas will need to be dug out but most of the existing damaged
pavement should be fixed by a 2" grind and overlay. (See photo below, the orange
area is due to the over ex and is sagging a lot. The other potholes were there
before and it doesn't make sense to stop short of these.)
b. By the west driveway, we have very flat pavement and by overlaying to the
centerline, we can eliminate some ponding in the road. The water drains but the
drainage is slow enough that it ponds before it gets to the CB.
c. Cost estimate: $15,000
240th Ravmeent
1060 Roed%vay �.Ycavntion Intl. Haul 10 CY $
1095 ' HNIA Class 1/211, Pri 5$V 22 25 TON $ 1
3095 WMA Class 1/2', PC 58V•2Z for Full Width Overlay 50 TON � l
3110 Planing Bituminous Pavement 310 SY
2. Ponding in the Operations grass field.
5
a. Keep in mind in rained a lot over the last 3 days. I saw many grassy areas that
ponded.
b. The ponding was not high enough to flood the sidewalk and is unlikely to cause any
damage. Visually, it looks suboptimal.
c. Speaking with Jason and Rick, we discussed two additional options
i. The area with the ponding, the grass was removed and this has been
compacted by the construction equipment. We propose grading it per plans
and roto till the soil and hope that helps with the infiltration.
ii. We could put in some perf pipe and snake it to drain to the downspout tie in
to the west. This is against the slope of the road/grassy area but we have
some fill to work with but will likely need a bit of excavation. Cost estimate
$3,000?
Photos
As
100,
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Middle driveway
6
Sw
` `
East driveway
Drew Holcomb, P.E. Design Engineer III
Design Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Main 253-856-5561 1 Cell 253-561-1587
dholcombCa)kentwa.aov
CITY OF KENT, WASHINGTON
KentWA.gov Facebook YouTube Instaaram
From: Holcomb, Drew
Sent:Tuesday, April 11, 2023 1:48 PM
To: Madfai, Mark<MMadfai@kentwa.gov>
Cc: Bryant,Jason <JBryant kentwa.gov>; Barry,Jason <JBarry@kentwa.gov>; Peterson, Kelly<KPeterson kentwa.gov>
Subject:TIB Sidewalks- 240th/Ops ponding
Hello Mark,
We have discussed the ponding at Operations on 240th on the grass side of the sidewalk. Pics
here.
Please bear in mind that we have received a lot of rain in the last few days. We all believe
ponding like this will only occur a few times per year and is highly unlikely to flood the sidewalk.
Options:
1. The ground in that area has been highly compacted due to vehicles and construction. If
we rototill the area and replant with grass, this area (all pervious) might drain better and
minimize ponding. Cost - minimal
2. Install yard drains (concrete inlets) and pipe. This will require removing a minimum of 2
panels of newly poured concrete sidewalk. See attached markup. Cost - $13,000
3. We could excavate this area and plant to create rain gardens at these low spots. Cost -
$6000
Drew Holcomb, P.E. Design Engineer III
Design Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Main 253-856-5561 1 Cell 253-561-1587
dholcombCcbkentwa.aov
CITY OF KENT,WASHINGTON
KentWA.ciov Facebook YouTube Instaciram
8
PUBLIC WORKS DESIGN ENGINEERING
Carla Maloney
Design Engineering Manager
400 West Gowe
K E N T Kent, WA 98032
Fax: 253-856-65006500
W R 4Fa rH GCUN
PHONE: 253-856-5500
Date: April 17, 2023
To: Eric Connor, Construction Engineering Manager
Cc: Jason Barry, Construction Supervisor
Phil McConnell, Capital Project Manager
Carla Maloney, Design Engineering Manager
From: Drew Holcomb, Project Engineer
Mark Madfai, Engineering Supervisor
Regarding: 240th Street and Russell Road TIB Sidewalk Improvements
Project No. 22-3003 and 22-3004
Revision No. 3
The contractor shall construct an under drain adjacent to the sidewalk and grass field
in front of the Operations building on 240th and a short stretch of Russell Rd. adjacent
to Cafe Elite as shown in the attached map.
At the toe of slope, install 6" diameter ADS perf pipe with 6" of washed rock on top
and a 6" base and geotextile fabric lining the trench. See attached detail.
Attachments: Typical detail, ditch locations markup
Drew Holcomb
Project Engineer
City of Kent Public Works Department
Chad Bieren, Public Works Director
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Corporate Office
3633 136th PI SE, Ste 100, Bellevue, WA 98006
H.D. FOWLER
PO Box 160, Bellevue, WA 98009-0160
�" VY G Phone 425-654-8800' Fax 425-641-8885
COMPANY
REMIT: PO Box 84368, Seattle, WA 98124 Pacific Branch
1417 Thornton Ave SW
Invoice Pacific,WA 98047
16421623 PAWH
Number (253)863-8600 Fax(253)863-8681
#011500
To: 22-044 / 8023 Ship to: HD Fowler Company- Pacific 1/1
T-0 ACTIVE CONSTRUCTION CO Pacific WA 98047
PO BOX 430 Order# Inv Date: Order Writer:
PUYALLUP WA 983710162
07820533 06/13/23 FRANK DUKE
Terms: NET 10TH PROX Due: 07/10/23 PO/JOB: 240TH/6"ADS PERF
FOB: H. D. FOWLER Ship Via: WILL CALL 22-044 SOUTH 240TH STREET &
Qty Qty Part# Unit Extended T
Line Ship'd BO'd UoM Description Price Price X
1 100 0 FT HP2AP 6"X100'ADS PERF CORRUGATE, ASTM F667, 2.090 209.00
SINGLE WALL, 06010100
JUG! 14 202.E
AGI
Sub total 209.00
Freight 0.00
Tax 0.00
Serving the Pacific Northwest since 1911 Grand Total 209.00
Corey www.hdfowler.com
Terms&Conditions:hdfowler.com/tcs
Customer No: 60020
Invoice No: 3608240
Inv Date: 06/13/23
Page: Page 1 of 1
1508 Valentine Ave SE Customer Job: 22-044
Pacific,WA 98047
Active Construction ICON Materials
PO Box 430 1508 Valentine Ave SE
Puyallup WA 98371 Pacific,WA 98047
206-575-3200
ap@activeconstruction.com
Delivered To: RUSSELL RD,KENT
Date C6ode - Material Descrip QTY UM Unit Price Matl Total Tax Total
Plant:01500 Auburn S&G
06/13/23 2220-718"WASHED AGGREGATE 14.43 TON 22.00 317.46 0.00 317.46
06/13/23 487000-Environmental Surcharge 14.43 EA 0.50 7.22 0.00 7.22
06/13/23 467750-Fuel Surcharge-Ton 14.43 EA 0.35 5.05 0.00 5.05
Total invoice: 43.29 329.73 0.00 329.73
Ticket number(s)shipped from plant 01500-Auburn S&G
*150024375
We Appreciate You and Your Business!
New Portal Website as of Sept.2021-htips.-Amycentra/premix.myamatportal.com/Questions?Accounts Receivable Department
Contact 509-536-3042.
R , ,1 E
JUN, 1 2uz3
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Finance Charges will be applied to any late invoices at a rate of 1.5%per month per credit agreement or the State's Lawful Amount
Invoice Amount: 329.73
Amount Paid:
Customer Name: Active Construction
Customer No: 60020 If you have any
y questions about your invoice please call 206-575-3200
Invoice#: 3608240
Date: 06/13/23 Remit Payment To: ICON Materials
Customer Job: 22-044 PO Box 742421
Los Angeles,CA 90074
Due Date: 07/13/23
Please provide your email address below it you would like to start receiving your invoices via email