HomeMy WebLinkAboutPW16-217 - Change Order - #2 - Pivetta Brothers Construction, Inc. - Kent Regional Trails Connector - 12/15/2016 Records Man, e
Document
W A9HN GTGN :....
CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission
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to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office.
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Vendor Name: Pivetta Brothers Construction
Vendor Number:
JD Edwards Number
Contract Number: PW 16-217 w()()b
This is assigned by City Clerk's Office
Project Name: Kent Regional Trails Connector
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract
❑ Other:
Contract Effective Date: 5/23/2016 Termination Date:
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Mark Madfai Department: PW Engineering
Contract Amount: $1,186,225.00
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order #2
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As of: 08/27/14
KET
CHANGE ORDER Na 2
NAME OF CONTRACTOR: Pivetta Brothers Construction (`Contractor")
CONTRACT NAME & PROJECT NUMBER: Kent Regional Trails Connector
ORIGINAL CONTRACT DATE: May 23,2016
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 work required to complete the superstructure due to the city
requesting Pivetta/High mark to allow for an extended settlement
period during construction of the superstructure. This required an
additional concrete pour and demolition of the wooden forms.
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, $1,186,225.00
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $10,104.65
(Incl. applicable WSST)
Current Contract Amount $1,196,329.65
(Incl. Previous Change Orders)
Current Change Order $4,492.33
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $1,200,821.98
CHANGE ORDER - 1 OF 3
Original Time for Completion 120 working days
(insert date)
Revised Time for Completion under 0
prior Change Orders
(insert date)
Days Required (t) for this Change 7 calendar days
Order
Revised Time for Completion 127 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),
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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 bel9I
CONTRACTOR: CIT
OF ENT:
By: y3 By �`°
�signature�, " %(signature)
Print Name: Print Name: Timothy J. LaPorte, P,E.
Its �>,y-j Its Public Works Director
(title)
DATE: i2 DATE:
CHANGE ORDER - 2 OF 3
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APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
(In this field,you may enter the eledhemc fileVath vrhers the contrail has been saved] -
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CHANGE ORDER 3 OF 3
• FILE NO: 200.2
\17K)EAI T
CHANGE ORDER WORKSHEET NO.
Construction Management Division - Public Works
Project: Kent Regional Trails Connector Project No.: 13-3006
Project Engineer: Mark Madfai Fed-Aid No.: CM-0615(008)
Owners Rep: Jason Bryant Contractor: Pivetta Brothers _
Date: 11/29/2016
I. PROPOSED CHANGE
Additonal work required to complete Superstructure
II. REASON AND BACKGROUND FOR CHANGE
The City of Kent requested Pivetta/Highmark to allow for an extended settlement period during
the construction of the Superstructure. This required an additional concrete pour and demolition
of the wooden forms.
III.. METHOD OF PAYMENT
NEW PAY ITEM(S) ® Not Applicable
Change Order No. I - FOR ACCOUNTING USE ONLY
Sch. No T Item Description Total Est. Qty this Unit Unit Price Total Estimated Cost of
Item
__. - - --- ---492.33
Qty i----PE- -----.. i---- - ----___... .--- -- ----------- ,
Supersturcture added work - 1___ 1 1 FA_ 4,
_ - - - �
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® Independent Estimate Attached ❑ CREATE PAY ITEM ONLY Payment to be made PAY THIS PAY ESTIMATE
RE UIRED at a later date upon completion of_work __ ,_-_�_.-_
Material Submittals Required - CC: Construction Coordinator I New Sub Re rd. No
Q
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. FOR ACCOUNTING USE ONLY
—Sch.-No-7 B 1 No. Item Description _ Qty Unit Unit Price Cost of Item
..._.-.-.-._ .._ --- --- -- - ------ ---- --
-- - -- _.. ------ _L -- .- -----
Independent Estimate Attached -REQUIRED
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
Change Order No. - FOR ACCOUNTING USE ONLY
Sch No B I No. Item Description Qty Unit Unit Price Cost of Item
.... -.-.-- --- ---. _... ...-_...___
...... ----- j --i __- __- .. _.------- .. ...... . ..... ...— ----
Independent Estimate Attached - REQUIRED I
1 REV, DATE: 4/01/10
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• FILE NO: 200.2
KENT
TOTAL ESTIMATED COST OF CHANGE ORDER $4,492.33
*Total of the Cost of Item Columns '.
THIS PAY ESTIMATE $4,492.33
IV. WORKING DAYS
Original Contract 120 Due This Change Order*__j 7 Previous Total 120
DATE ? 11 79 11 7016 t- !
DATE 24/16
* i Ex lanation Justification Re uired: On critical path for project completion
TOTAL WORKING DAYS*
*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.
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Prepared By: Date: FL f.�/ ,
3asd Bryan
Construction Supervisor: j` j��. -.� _,�� Date: 0
Pau uehne
''
Construction Manager: �;,�.---,-r- - -"- r-�a.�-' Date: /'a
Eric Connor
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2 REV. DATE:4/01/10
Nestle Brothers Construction,Inc.
Change Order Proposal
Customer:City of Kent Change Order k:7
JOh Nama:Kent Regional frail Data 11/1/2016
OeeCNptleo of extra Work: Cos[Impacts perthe repames to RFI 005forthe proposed surcharge method,.iv.,agreed upon 6yton clwofkenq PNetta li
Brothers and Is
subcontractor Nighmmk concram contractors that there would be.mmpenstalon for leaving forms In place,asltlng them and performing a
and abutment pour.Plvetta also renuexhladdllanal working days for this settlement pe,iuJ. ,
Schedule allowance: 7 Days
Labor _ _ _ _ ___ _ _ _ _ _ _ __ _ _ _ __
Is sell II_on butnnerr AT Rate OTRmP -RT3fRS UTU1U -RTTuI, OTiDInI UAW r
Operator Foreman 0 $ 69,58 $ 104.37 0 0
Operator Malnllne 0 $ 67.28 $ 100.92 9 0
c amlm-Auxlpa 0 $ 65,72 5 98.68 0 0 $ $ $
pipe Loyer 0 $ 54,04 S 61.08 0 0 $ $ $
General Laborer 0 $ 63.08 5 79.82 0 0 $ $ $
Fla of 0 $ 45.22 $ 67R3 0 0 $ $ $ -
it5 0 $ 46.25 S 72.38 0 0 5 $ $
sola.tal 0 0 0 0 0 ll
Labor Talals $ -
Mark Up
Lab^r Grand Tulnk S
yglrm _ _ _
On'acesM1i 1;... Omnersll� Un'^Crshi Ortnenld Oarnvnli,
nrscrl rlinn class ❑me Rear, [inHas Tint _ ''a Tul^I
450 Hisel exceval0f S $ 235,69 0 0 $ - - $
360 Hilaehl ,valor 5 $ 1B3.90 0 0 $ $ - $
226 Hllac_hi excaveIc' 5 $ 121.2.7 0 0 $ - $ $
2lo Volvo excavelof $ - 5 09.03 0 0 $ - $
135 Hitachi exuavelor $ $ 50,44 0 0 $ $ -
JD 76 mini excavator 5 $ 6583 0 0
JD 50 mini w/attachments excavelof S $ 33.a8 0 0
524 John Deere wheal leader $ S 4977 0 0 $
are 5G eackhoo $ $ 4763 0 0 $ $ $
JD 700 dozer S $ 09,71 0
JD 650 dozer $ S 69.95 0 0 $ - $ - $
JD 450 Jozaf $ _$ 81.93 0 0 $ $ - $
2575 Cal skid sleet $ $ 30.46 0 0 $ $ - $
Sokol mile! $ $ 83.55 0 0 $ $ $
SV2000D Raher S $ 35.29 0 0 $ $ $
Trench box perweek $ $ 150.00 0 0 $ - $ - $Manhole box orweek S $ 160.00 0 0 $ - $ - $
Gravel skiff parwook $ $ 160.00 0 0
Steel plate repeal, $ $ 6000 0 0
Terex Of hard TNck ORT-W olired $ $ 30.63 0 0
Crew imck Tool TNck $ $ 20.29 0 0 If $ $
Dumpituck-RenwCah larmad $ $ 83.30 0 0 $ $ $ -
Sbbtpta 0 0 O 0 $ -
Equlpm[nlTutals $ -
Mark Up
Equipment Grand trial 5
Uateri.l --------
Ucx[ripll^n Vead^r QI' Ilrit price 3uhlmal Tas Total
0 $ $
o $ $
D 5
0
0 S
6
0 S
Material UpIal $
More Up $
Malarial Gesell'1'o1m s
5_ilrool,_a[ror,f N ui
HenlW eber meal -------
__,_.....
Unit
s[rltli^n Qb' 1%^il Price Tnl^I
Ue
<l abutment ow&cut farms Hi0hmalk I LS $ 4,011.011 4,011.01
0
0 S $
0 $ $
SUM1ICInI $ 4,011.01 ^'
Mark Up $ 481.32 p }�
SublEgaip Rental Grander at 5 4,49233
Grand Total 5 4,492.99
Contractor Signature Data
HIGHMARK CONCRETE CONTRACTORS EWOSUMMARY
P,O. Box 1713 e 28215 1121h St. E. =C= ® Q',ONCRETEco croRs Buckley,WA 98321 CY4`�R F OPNIVN
(360) 829-5189 Office e (360) 829-5473 PaxBCW3E
HCC Job# 2016-142 HCC Foreman Shane Buckley HCC EWO#
Contractor Pivetta Bros Contractor Ref#
Project Name Kent Regional Trail Connector Date Complete 9/1212016
"'s`OESGRIRTJONv 1 _ ., `_' LABOR`; MATERIAL"EQUIPMEN;- '* SUBS'?; `r TOTAG�•;;i
917116 Shane Buckley _ Second Abutment Pour $ 406.30 - $ - $ 59.16 $ 613.69 $ 1,079.15
9l12li6 Shane Buckley Out Formwork $ 256,44 $ 1,894.43 $ 84.56 $ $ 2,237.43 II
$
$ 664.74 1 $ 1,894.43 $ 143.72
I hereby certify that this Extra Work Order represents the tree and correct r,,4 ,- TCTAL CffSTS ANp,MARKUPS "e .,,' _
quantities of work performed during this pehod and that prevailing wages
have been paid to all laborers, workers or mechanics on this project in ?
LABOR $ 664.74 29.00% 857.51 �I
accordance with the Statement of Intent on file with the District. MATERIAL&RENTALS $ 1,894.43 21.00/o $ 2,292.26
EQUIPMENT $ 143.72 21,00% $ 173,90
JLl /? /J� �— SUBCONTRACTOR $ 61369 12.00% $--_ . 687.33
t�
BOND MARKUP $ 0.00%
[J $
Highmark Concrete Contractors,LLC Total: $ 4,011.01 y,-
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coNcr�EcaNrRAcroRs
runIGHMM HIGHMARK CONCRETE CONTRACTORS EXTRA WORKORDER
P.O.Box 1713 • 28215 1121h St. E. �0 ���Ofq�Buckley,WA 98321 &'1➢Al360) 829-5189 Office ! (360) 829-5473 Fax
HCC Job# 2016-142 HCC Foreman Shane Buckley _. HCC EWO#
Contractor Pivetta Bros Contractor Ref#
Project Name : Kent Regional Trail Connector Date 9l7/2016
r°'=DESCRRTION OF EXTRA WORFC,PERFORMED _ r, _
w.. `
Pour Second Lift
- 7
777777 7_ , ;'.,-
Regular Hours Worked Overtime Hours Worked
Employee Name Classification Quantity7IRate 'Quantity Unit Rate Total
Shane Buckley Carpenter-Foreman 2 Jam'0 Hr. $ 91.78 $ 13854
Benjamin O'Brien Carpenter-Foreman 2 "r 0 Hr. $ 917838.54
James Parr Carpenter 2 f' 0 Hr. S _ 91.78 $ 129.22
Total: $ 406.30
�MATERIAL
Material Description Quantity Unit I Cost Tax% Cost Total
No Additional Materials Required
Total; $
:l- - - f ;,EQUIPMENT'z
Regular Hours Worked Hours on Standby
Equipment Description(Year/Make/Model) Truck# Quantity Unit I Rate Quantity Unit Rate Total
1-1/4 TN Crew Truck,sm.Tools&equip T 1-027) 11-027 2 Hr, $ 29.58 $ - $ 59.16
Total: $ 59.16
=- 3UHCONTRACTQRS
Name Service Quantity Unit Cost Total
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Total: S
1 hereby certify that this Extra Work Order represents the true and correct TOTALiCO_STS AND MARKUPS_.
quantities of work performed during this period and that prevailing wages
have been paid to all laborers, workers or mechanics on this project in LABOR $ 406.30 29.00°/ $ 524.13
accordance with the Statement of Intent on file with the District. MATERIAL&RENTALS $ 21.00% $ -
EQUIPMENT $ 59.16 21.00% $ 71.58
SUBCONTRACTOR $ - 12.00% $ -
GG..U✓C BOND MARKUP $ - 0.00% $ -
Highmark Concrete Contractors LLC Total: $ 595.71
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HIGHMARK CONCRETE CONTRACTORS EXTRA ■ ORK ORDERLW
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coNCRt tE CO CTOR5 P,O. Box 1713 • 28215 112th Si.E. Q;� NI ® `�Q�PmT �
Buckley,WA 98321 FOIR WMINIDED RIC11PEENT ONLY
�360)829-5189 Office • J360) 829-5473 Fax DO Nor DISLLOSE
HCC Job# 2016.142 HCC Foreman Shane Buckley HCC EWO# ICI
Contractor Pivetla Bros Contractor Ref#
Project Name Kent Regional Trail Connector Date 9/12/2016 !I
,).', s DESCRIPTION OF EXTRA WQE3KPERFORMED
Cut formwork trapped by wall backfill.Abandon forms underground,scrap cut tops,
LABOR,'•= '— ,,.' —_
Regular Hours Worked Overtime Hours Worked
Employee Name Classification Quantity Unit Rate ,'Quantity Unit Rate Total
Tyler Fitzpatrick Carpenter 4 Hr. $ 64.61" 0 Hr. $ 91.78 $ 2 88.44
Total: $ 256.44
,MATER! 11,Material Description Quantity Unit Cost Tax% Cost Total
Form ply 744 SF $ 0.55 8.80% $ _ 0.05 $ 445.21
Dimensional Lumber 1110 LF $ 1.20 8.80% $ 0,11 $ 1,449.22
Total: $ 1,894.43
:_EQUIPMENT:
Regular Hours Worked Hours on Standby
Equipment Description(Year/Make/Model) Truck# Quantity Unit Rate Quantity Unit Rate Total
1-1/4 TN Crew Truck,sm.tools&equip(11-010) 11-010 4 Hr. $ 21.14 $ - $ 84.56
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Total: $ 84.56
�._...� „.- SUBCONTRACTORS _
Name Service Quantity Unit Cost Total
Ralphs Concrete Pumping Concrete Pumping 1 LS $ 613.69 $ 613.69
Total: $ 613.69
I hereby certify that this Extra Work Order represents the true and correct ,1,-.>TOTA4',C STS,AND MARKUPS
quantities of work performed during this period and that prevailing wages
have been paid to all laborers, workers or mechanics on this project in LABOR $ 258.44 29.00% $ 333.39
accordance with the Statement of Intent on file with the District. MATERIAL&RENTALS $ 1,894.43 21.00% $ 2,292.25
EQUIPMENT $ 84.56 21,OD% $ 102.32
SUBCONTRACTOR $ 613.69 12,00% $ 687.33
BOND MARKUP ; $ - 0.00% $ -
Highmark Concrete Contractors LLC Total: $ 3,415.29
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Alik Miller
From: Alik Miller
Sent: Monday,August 15, 2016 1:57 PM
To: 'Jeremy Fudge'
Cc: Shane Buckley
Subject: RE: KRTC RFI 005 Response
Jeremy,
Based on my understanding of the proposed surcharge methods, Highmark does not have any cost impacts from that
work specifically. We do have an additional mob for a pump, unproductive sequencing/methods cost, and we would
have premium time cost if the contract were not extended by the Owner.We could have additional costs related to RBI
and ready-mix if there were substantial settlement, but that is unknown at this time. Here is a quick breakdown:
Desc, Of Item Cost Impact Time Impact Estimated ROM
Unproductive Sequence Yes Yes $2000
Additional Conic. Pump Yes Yes $500
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Re-Build Formwork Yes Yes $1000
Additional Rebar Work TBD TBD TBD—Unknown at this
time
Additional Conic. Material TBD TBD TBD—Unknown at this
time
Acceleration/OT TBD TBD TBD—Unknown at this
time
Estimated ROM 1 $3500+ Unknown Costs
I'm not really interested in generating a lot of extra cost on this one; I'd like to just get it over with as quickly as possible.
My main concern is time; we need to have the contract extended to prevent any issues from this extra work.
Thanks
Allk Miller
Project Manager
ZIGHMARK
CONCRETE CONTRACTORS
From:Jeremy Fudge [mailto:jeremy@pivetta.com]
Sent: Friday, August 12, 2016 8:51 AM
To: Alik Miller<AMiller@highmarkcc.com>
Cc: Shane Buckley<sbuckley@highmarkcc.com>
Subject: RE: KRTC RFI 005 Response
Alik,
I have forwarded your comments/clarifications and some additional on my end, to the city and asked for them to have
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Shearer and GeoEngineers concur with them.
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The city asked me after the meeting if there was anyway the two of us could provide them with a list of known impacts
and delays that we can foresee. That way they have some idea of what kind of cost and days they are looking at.
Is this something you might be able to put together in the near future? I will certainly let it be known that anything we
propose will only be an estimate for courtesy purposes.
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Let me know your thoughts and feel free to give me a call.
Thank you,
Jeremy Fudge
Plvetta Brothers Construction, Inc.
Office:2 62-7890 Fxt.104
Cell:206 3966525
Fax:2 7 ®6
leremygplvetta com I www.plyetta.com
O
PIVETTA,
FIVETEA BROTHERS CONSTRUCTION INC
From:Alik Miller [mailto AMiller hiehmarkcc com]
Sent:Thursday, August 11, 2016 2:24 PM
To:Jeremy Fudge <ieremV@)pivetta.com>
Cc: Shane Buckley<sbucklev@highmarkcc.com>
Subject: RE: KRTC RFI 005 Response
Jeremy,
As discussed please see below for my original comments, and the information gathered during the meeting this
afternoon. I have marked all new information in RED
As always let me know if you have any questions.
Thanks
Alik Miller
Project Manager
CONCRETE CONTRACTORS
From:Alik Miller
Sent:Thursday,August 11, 2016 10:01 AM
To: 'Jeremy Fudge' <ieremv@plvetta.com>
Cc: Shane Buckley <sbuckley@hiahmarkcc.com>
Subject: RE: KRTC RFI 005 Response
2
Jeremy,
Per our meeting, phone conversations, and discussions, Highmark is providing a response to this issue which can be
discussed at the meeting this afternoon.
Questions to the Engineer:
1. In your Memo 002, you stated that the dowels that pin the slabs must be drilled after all settlement. Is this
official added to the contract?The base bid plan set allowed for drilling or block out; we need to know ASAP as
this would change our approach,
Answer: Block out is still acceptable; concern was with binding of the SS pins. If pouring two stage lift, allow
extra room in the block out to allow the pin to be adjusted after bridge is installed.
2. We would like clarifications on the recesses shown in the top of the abutments for the grout pads,The
Sections/Details seem to conflict. Are the recesses for the grout pad locations only, or the full width of the
abutment?
Answer: Contractors preference. HCC—we will provide recesses only at the grout pad locations.
3. If we accept the proposal put forth,to change the abutment sequence to allow a joint mid-way up the wall,can
you perform your monitoring work without removal of the forms?We have prefabricated and delivered the wall
panels, and would like to minimize additional costs incurred because of this change.
Answer:Yes—formwork can be left on if a solid monitoring point is used.
4, The settlement period is vague; could you provide a tighter/more accurate duration for settlement?The
timeframe to complete this project is being significantly impacted by these added requirements, and we need to
be able to plan for said changes.
Answer:Acknowledged,this is affecting critical path of the total project. PBC brought up that PSE shut down will
be affected and has three weeks lead time. No solid understanding of how the ground will settle means there is
no defined time line.
Requests to the Engineer:
1. We would like the Engineer to show the proposed joint (as previously described and referenced) in the
abutment walls.This is no longer a suggested in a reference document;this is a contract requirement and
should be incorporated accordingly.
Answer: Shearer can show it, but it is really contractors' preference. If settlement leads to more than 4" above
top of steel, more should be added, but anything up to that point is acceptable. Drill and dowel of additional
steel is acceptable.
2. The Engineer suggested the contractor develop and submit adjustment procedures for resulting settlement
issues. We are not PE's, nor are we the ECR, the Engineer should provide approved plans for any changes that
may be required.
Answer:Shearer will provide. Highmark can submit any contractors preferred method, at our option.
3. In the memo there was discussion or Major and Minor Settlement, but no further information was given about
how each was classified or evaluated, Please provide this information so Highmark can make a decision about
how it would like to proceed.
Answer:Shearer can provide if required;they feel not required if the two stage pour is performed.
4. In the memo there was also discussion about additional paving(up to 1")to accommodate settlement related
changes which could affect the 1%cross slope. Please confirm this 1" of paving is allowable for conditions
(Including no settlement)to allow for minor changes In girder setting/bearing pad construction.
Answer: Any additional paving up to 1" is acceptable as it is still within the amount of anticipated additional
paving. This can be sued to correct and differences resulting from the setting of girders or grout pad issues.
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5. Highmark asked about the 1" spacing at the wing walls in relation to the P/C Slabs. Is this 1" intended to be
uniform; the cross slope of the girders is created by the grout pads and bearings, not by casting the whole
abutment?
Answer:They are not requiring the 1" to be uniform; understands that there will be a difference created by the
slope required.
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Impacts:
Highmark officially notified Pivetta Bros. on 7/15 (attached) about potential time and cost impacts related to the
Inclusion of these new requirements. We still believe there is potential for both, and now are concerned about the
significant time impacts associated with settlement durations.We would like to re-affirm that Pivetta Bros. is advised
that Highmark expressly reserves its right to recover additional costs and time, resulting from this direction,for changes
in the sequence of the work, delay, disruption, acceleration, lost productivity, weather impacts, cumulative effects of
changes, extended job site and home office overhead, as well as the impact and inefficiency that this issue may have on
unchanged work. Such costs will be submitted for reimbursement when they become known. We are committed to
working with you and the Owner to find the most effective solution and to provide a high quality finished product for
the end-users.
This is still an open issue. We are still unsure how these answers will impact the overall project(as we do not have a
defined direction yet)or the duration of the project. However, based on the above answers we received today, and
depending on how the additional work required is allocated,we do not anticipate a large cost impact. Highmark does
anticipate a large time impact, and would still suggest additional days are added to this contract to accommodate the
conditions and revised requirements.
Please let me know if you have any questions or concerns.
Thankyou
Alik Miller
Project Manager
ZIGHMARK
CONCRETE CONTRACTORS
From:Jeremy Fudge [mailto:ieremy@pivetta.comj
Sent: Monday, August 08, 2016 11:57 AM
To: Alik Miller<AMiller@hiahmarkcc.com>
Cc; Shane Buckley<sbuckley@hiahmarkcc.com>
Subject: KRTC RFI 005 Response
Alik,
Attached is the response to the RFI I wrote in regards to RFI #2 and the settlement/preload of the Superstructure.
Take a look and see what you think. I'd like to set up a time to discuss this whole scope with you. I want to figure out a
way we can possibly make up some time and also figure out how we want to approach this settlement/preload thing.
Thank you,
Jeremy Fudge
Pivetta Brothers Construction, Inc.
4
Office:25 62-7890 Ext. 104
Cell:206.396-6525
Fax:25 7 C6
leremnAnlvetta com I www.plvetta.com
PIVETTAmo
PMTTA BROTHERS CONSTRUCTION INC
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INVOICE
400 Valley Ave NE ]
Puyallup,WA 98372-2516 CUSTOMERNO r `—,- OATS ,+ 1NVG1 Eh44,_�sl PAGE.;:
ILES 253-1333-3705 019030 t()-W07/201-6 1,497626 1
SAND A GRAVEL
HIGHMARK>CONCRETE CONTRACT LLC
PO BOX 1713
BUCKLEY, WA 90321
DATE _ JOB NUMBER.•JOB LOCATION-ADDRESS PRICE TAX. TOTAL,
TICKET NO, QUANTITY UNRI DESCRIPTION
000149 21900 72ND AVE S — KENT REGIONAL, TRAILS KENT
)9/07 203-172500 5.00 CY 0442A 72.000 360.00
)9/07 203-1.72500 1,00 EA MIN LOAD CHARGE 75,000 78.00
)9/07 203-172500 1.00 LD FUEL SURCHARGE—READY MI
)9/07 203-172500 5,00 CY ENVIRONMENTAL COMPLIANC 5.000 25.00
SOB TOTAL LINE 460.00
PRODUCT RECAP
5.00 0442A 0442A
1.00 5100 MIN LOAD CHARGE
1.00 5401 FUEL SURCHARGE—READY MIX
5.00 5300 ENVIRONMENTAL COMPLIANCE — RM
*This is the second call out
for concrete on the
abutments, The load charge
Is extra cost,** )ob/Equipp CGst Type:
Phase Code; Approved to
Post
SEP 19 2016
RECEIVED
AMOUNT DUE►
Remit Payment to 400 Valley Avenue NE, Puyallup,WA 93372-2576
Was Sand&Gravel Company
WWW,MILESAOCKS
,4 VALLEY AVENE t' ❑ISPHTCN Il1 D;I' MY RECEIPT,
PUYALLUP,,WA 98372-2516 iNUt3tU 3,av'~•l)r'Y
('53)833.3705 KINGlPICFlCEMITSAP CGONTIES (263j 833 3700
VMVVMILES.ROCK$ IHIJRUOWMASC41LCWl¢COUNTIES (360)4017777
SAki.eRR4it
lYE_ CUnTPdEfl MO, GAO'�f//Yti GGSTWAEF PO.aHdtSPN4 PIAIViNO, tOEy*LEAYTICN£TNO
-0I /d50PE 49 � PUi (TSIWPLbZbiAwl ll'4YifliVW TL41S
-
t EUT, FLA'OR9ERER CYKV'O 40A I
W%tr
Si01RCflNM
OTY N3111 1"I Mi
LNNS PAOO.CODD GESCRI"ON UMTi'RICG AMOUNl::
IPi1FN0 TRCCX Fi: -
I SUBTOTAL
ry 5 A.n vTnr, a uv6U. t C+ +vx'v!PCL,SL..h=L..e•
XCOD6 LOAD DIAL "'Sli Eiv V AC niTAcrS°T"tST"I rt Ap,
FORANYDNAAGCTOENIGpEALU19 EPGRONAI.ROPLRTyCAV EUUVUOhIVERYOF -
IIV6R MATERIALSLISTEDASOVE.
at «.aTtt .'Wo ge?`Va OVAES 't�_Ir.l LSA�TAX
SIGNATURE
sALLOAD(bl -X `;'/ AtnMIN/NT
Alik Miller
From: Shane Buckley
Sent: Tuesday, October 18, 2016 1:51 PM
To: Alik Miller
Subject: Kent Trail Forms
Here are the quantities of formwork.
1. Buried forms 551 sqf of form ply.
737 Lf of 2x4
2. Full height forms before cutting 744 sqf of form ply
1110 Lf of 2x4
I used more lumber than I claimed on full height forms, Due to cutoff for precise length.
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Sales Invoice
A Century of Performance o Integrity
PO Box 7126 Tacoma WA 9 8 41 7-01 2 6 "Not all of this material order
Phone 253.752,7000- FAX 253.759.7560
was incorporated into the KRTC
graylumber.com
project. This is for cost analysis
Sold To Ship To purposes only, as requested by
Highmark Concrete Contractors Highmark Concrete
LLC Contractors LLC the Owner."
P.O. Box 1713 2003 136TH AVE E
Buckley, WA, 98321 SUMNER,WA,98390
Page 1 of 1
Special lnstrecdona Notea
-rmrtmmn r r.
Line Description �tylFoctage -Price Per Total
1 241602-2X4 16'82 KID OOUG FIR 204 ee 650.00 mbf 1,724.80 '
2 34UF-314"4xe'7ply Ullratorm Panels 15 as 1,200,00 met 576,00 '
�mm ..nu.un... r
Job/Equtp�+
Phase Code; tCm
j
$1001hr standby charge after 30 minutes.
Errors and omissions must be reported within 24
hours.
Customer assumes all responsibility for damage
Inside of the property line.
ibtalAmounl $2,30080
Tak860W A2 �zo2g7
$23.2,6071
LU
x
I area to Gray Lumber Company terms create,All returns subject to a minlmum 10Y.mclock fee. _
Print name
Signature
RALPH'S CONCRETE PUMPING, INC Invoice
1529 RAINIER AVE S
SE06-329 8 8 F:20 DATE NUMBER
SEAT LE,WA 8-144 29-r�890
9/712016 1 402486 ')
**This is related to the Job Name: (PW 4529)KENT REGIONAL TRAI
Job Number.
second pour of the
euOtlingfLot H:
abutment walls. This is all P.O.:
extra cost.** Job Data: 917/2010
Size Requested: 31Z
TO:HIGHMARK:CONCRETE CONTRACTORS LLC- UnIt Sent: 31.210-S
PO BOX 1713 - Poured Amount 5.00
BUCKLEY,WA 98321 Job Type: Fooling
Term: NET 10TH
Jobsite: 719'Q0 72ND AVE S.,-KENT,WA - - - - -
ITEM DESCRIPTION QUANTITY RATE ITEM TOTAL
Equlpment:Hourly Charge 3.00 $135.00 $405.00
Equipment:Yardage Charge 8,00 $2.75 $13.75
Equlpment:Travel Charge 1.00 $100.00 $100,00
SLICK PAC 1.00 $mw $15.00
Job/Equlp0 Cost Type:
Phase Coda: Pay(Post APPmvad 90
SEP 27 2016
RECF,IVF,D
Subtotal:. $533.78
Fuel Surcharge: 5.00% $26.80
Tax: $53.25
GRAND TOTAL:7 - $6131U9
1529 RAINIER AVE S:SEATTLE.WA 98144:P206329.68H F:206,324.6898
RENTAL AGREEMENT
JOB TICKET
1529 RAINIER AVENUE SOUTH
SEAME,WA 98144 JOB DATE:
(206)329-5888 JOB 113: ,';
CUSTOMER JOB NAME; ON JOB:
JOB LOCI JOB NUMBER: START TIME
CITY`STATEi;, P.O.NUMBER: EST POUR;
BLQWLO F, JOB PHONE: SIZE REQ:-,
CROSS ST. JOB TYPE: SIZE SENT.
MAP PAGE: MIX VENDOR:
VOL TIMES
YARD! ARRIVE JOB: t HYDRAULIC:
PRIMER: FULL:
RADIOS: LEFT JOB:
YARDS PUMPED:
SYSTEMS LEFT ON JOB:-,,,- ---
I hisw road Na wins a ("prudifloos")"flwwieyse,Ir ),J undosMud anillccam 1115w 1 In,,rqlad IN au„,o If6.2,dfsIpviu(*Imn,ww purnp sIw and
;rccfii tfiwse 1 sir,3w;!'o of mv sziert vii pewsil,llitk-,liv the Trwn9 sad a qt Inam I and srGMrI gnat I am nu,iling�qoiplilall,"W 11 Aff"Olaratm Is
isy c Ummlor is a foamft Jfvwlt owd",n.;fiLction dnd c,QrAwl.Any hnd idml�%uainis PA,Rentil A6icwnefA rev ew,N;),0 war(sIs
ihl ls ie Is fn hd agc'110 has 30rnrltv,md ta Aja ift Rental A4)v9ctn1W Inir w on hqqzIf01 Ta Enslwll�,l
Date! .....J Timer
I-sacot wilt accept an WhIlliv in,any qayrtegea tilptoCCUf as n MSUR Of lessor to crciGlo tfiecurb 1410,to
entoy oi5 Ro,Lc O fMthol snec�oq tO acro(A all responsimit,for too r fnoimf of equip mant era ri job,fta should
JOSSITr INCIDENT REPORT
DATE&TIME OF INCIDENT:__ -
TYPE OF INCIDENT(Circle One): Personal Injury Property Equipment
DESCRIBE INCIDENT;
SIGNATURE: SIGNATURE _DATE:
—IF U'S DANGEROUS DOWT DO III!! ADVISE I HE OFFICE Or TFIF PROBLEMY!"'
Lot/Job We:
CUS FOMER ACKNOVILE043 F.S i)5r ij,rr CLEAN-Up CHAnGt OF:
OMK CHARGES NOT TO rXCrED PRICE OF PUMP FOR ME DAY