HomeMy WebLinkAboutCAG2019-220 - Change Order - #24 - Scarsella Bros, Inc - 228th St UPRR Grade Separation Bridge & Roadway - 01/11/2022KENT
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms.
(Print on pink or cherry colored paper)WASHINGTON
t
oLo.o.
Originator:
C. Frame
Department:
PW Engineering
Date Sent:
3t1t2022
Date Required:
N/A
Authorized to Sign:
E Director or Designee EJ Mayor
Date of Council Approval:
N/A
Budget Account Number:
R90067.641 10.120
Budget? EYes E No
Grant? EYes ENo
Type: Federal
tro*,o
ELoFC
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o
EooL
fD
Vendor Name:
Scarsella Bros, lnc.
Category:
Contract
Vendor Number
34547
Sub-Category:
Change Order#24
project Name: S. 2281h St. Union Pacific Railroad Grade Seperation Bridge and Roadway
Phase 5
project Detaits:Provides reimbursement for professional engineering services associated
with materialvoid that was discovered under the new bridge
Agreement Amount: $5,804.07
Start Date: N/A
Basis for Selection of Contractor: $i6l
Termination Date: N/A
Local Business? E Yes E No*
*lf meets requirements per KCC3.70.100, please complete'Vendor Purchase-Local Exceptions" form on Cityspace.
Notice required prior to disclosure?
EYes E No
Contract Number:
cMo19-220
g|ca-*,:\ro
.gEo=0Ei
tg
C
.9UI
DateReceivfiEgp{effifi
MAR 2 zON
CITY OF KENT
CITY CLERK
Comments:
Date Routed to the Mayor's Office:
Date Routed to the City Clerk's Office:
ad(W22l7l_l_20 Visit Documents.KentwA.gov to obtain copies of all agreements
t'\e(4.
KENT
WASHTNGToN
CHANGE ORDER NO. #24
NAME OF CONTRACTOR: Scarsella Bros' Inc' ("Contractor")
CONTRACT NAME & PRoJECT NUMBER:S. 228th St. Union Pacific Railroad Grade separation Bridge an
ORIGINAL CONTRACT DATE: APT|I 19, 2019
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:
Created new bid item to provide reimbursement costs for professional
engineering services associated with a material void that was
discovered in an area of gravel under the new bridge, where a 72"
CMP storm pipe crosses the UPRR tracks.
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,
(inctuding applicable alternates and
wssr)
$13,802,146.40
Net Change by Previous Change Orders
(incl. applica ble WSST)
$469,567.75
Current Contract Amount
(incl. Previous Change Orders)
$14,271,714.15
Current Change Order $5,804.07
Applicable WSST Tax on this Change
Order
$o.oo
Revised Contract Sum $14,277,518.22
240 working daysOriginal Time for ComPletion
CHANGE ORDER - 1 OF 3
(insert date)
Revised Time for ComPletion under
prior Change Orders
(insert date)
0 working days
Days Required (*) for this Change
Order
69 calendar daYs
Revised Time for Completion
(insert date)
309 working days
In accordance with Sections L-O4,4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
C'hange Ordei by signing below. Also, pursuant to the above-referenced contract, Contractor
agreel to waive any protest it may have regarding this Change order and acknowledges and
alcepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or conneited with any work either covered or affected by this Change order,
includTng, 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 witlr 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:
By "%ffiV fu"rft
print Nam ". ,, jWt"l sarure{
fts ft4rft7 trArl46til
(tide)
DATE
GITY OF KENT:
By
: D@Y#rytuBbon. Chad Bieren sfifi*ififrfiFffit*
(signature)
Print Name: Chad Bieren, P.E.
Its Public Works Director
(titte)
DATE:
CHANGE ORDER - 2 OF 3
K?
ATTEST:
C
L,W\)
Kent City Clerk
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
, P.E.IIn this field, you may enter the electronic filepath where the contract has been saved]
CHANGE ORDER. 3 OF 3
FILE NO: 2OO.2
T<ENT
CHANGE ORDER WORKSHEET NO. O24
Construction Manage ment Division - Public Works
Project 5.228tn st union Pac ific Railroad Project No.:07-3022
: Grade Se
Project Engineer:
Owners ReP:
paration Phase 5
Cameron Bloom er, PE Fed-Aid No.: HLP-FMSIB-t2L6 (005)
KBA Inc Contractor:Scarsella Bros. Inc'
Dater 9/07/2021
I PROPOSED CHANGE
This Change makes the fo llowing revisions to the Contract Documents and Provides
compensation for the added work:
create a new bid item to provide reimbursement of costs, including professional engineering
services, associated with a material void near where a 72" Storm pipe crosses the UPRR tracks'
II.REASON AND BACKGROUND FOR CHANGE
I J of 2 0 2 1 a m a te na VO d W a S d iscove re d I n a n a rea o f I ra e u n de ?th e n e W bri d I e
n a n u a rY
d ectl b 7 2 c M P sto rmThevoldatev22WestoftheUPRRtracksandrYaOVeaWasapproXmtorfondtheendofan84concretecaSnIppeThecitvdrectedthecontractorpefmppeath,2 0 2 1 T h orati a sloratorydIglnIatrhesrtehlchWasdoneonJanuaryIseXponW
CX p th tra ks d ln con c US ivestopedafewfeetdownsotheexcaatonWOudnotmpactecIanWaSp
id h d CS ig n w h tc h wou d a OW fo r d e e p e rTheCityrhendrectedthecontractortoproveaSornI,
d d b I z e d t o a o W s pa ce t o p e rfo r m w o rk if n e ce s SA ry Th I S d e s I n W a S s u b m tte d toIInIaneS
d d tithRRforeviewTherevtewprocesstookseveramonrhSnWhtchtmenoa o n aer hettltWasobservedWorktonstathe5honngsystemWasnotperformedIandt esemen
contractor raded the area
III. METHOD OF PAYMENT
NEW PAY ITEM(S)Nat Appllcable
oNtvFOROrder
Unit PriceUnit
1
$
$5,804.07 $5,804.07
Total Estimated Cost of
Item
Total Est.
Qtv
Qty this
PE
CA O24 - Sinkhole
Item Description
PAY THIS PAY ESTIMATE
rrro
upon
to ma dePmentaytlaedchenndEstmatendepeetionWOrklatercQmpdatqREDUIREQNew ub Reqrd?
E ONTYChan$e Order No.
Not Appllcable
T
DELETE EXISTING PAY ITEM(S) per l-09.5
REV. DATE: 3lt5/19
FILE NO: 2OO.2
KENT
Sch. No.B.l. No.Item D Qty Unit
I n d epende n t Esti m ate Attached REQUIRED
USENo.ChanSe
Sch. No.Unit PriceUnit Cost of ltemQtvItam DescriptionB.l, No
ttaA edchEsnttimate REQUIREDIndepende
tNCREASVD ECREASE TO EXISTING PAY ITEM(S)NotAppllca0le
TOTAL ESTIMATED CO ST OF CHANGE ORDER X
THIS PAY ESTIMATE
xTotal the Cost of Item Columns
IV. WORKING DAYS
5 804.O7
o
*
Previous Total 240Original Contract 240
co
Due This Change Order *
DA TE tedn mfrowererantilubetopprovalsuwasnblecompletedrdeoworklsThhacngeordedes2LThShcnprovinMod'l 9ermedconfifor/26/sWA ayfinallyRailP rosuchednliof flaggerandRaSlPros.aUPRR s betoworknforzatioauthroadoriredfoRa77uratiodn/26 requitheetermndlnate4/1uacconforworkiaIUtouenongys9h
xThis Change Order + P revious Total
All work, materials and measurements to be in accordance with the standard specifications
and Coniract Special Provisions for the type of work described'
Prepared BY:Date:9lo7l202L
tL
n
TOTAL WORKING DAYS*
Date
309
1 L/
', I i,
Construction SuPervisor:
2
Construction Manager:Date:
REV. DATE: 3115119
Cameron Bloomer
From:
Sent:
To:
Cc:
Subject:
Madfai, Mark <MMadfai@kentwa.gov>
Tuesday, MaY 4,2021 1:50 PM
Terrel Anderson
Connor, Eric; jbarry; Cameron Bloomer
overheacl structure, z28th OH, Sinkhole shoring Plans, MP 168.01, seattle sub' s 228th
St, Kent, WA, DOT 396576X, AWO 32410
Dear Terrel,
I,m writing to update you on the sink hore that was discovered in January 202a . As you are
aware the sink hole was tocated approximately 25 feet west of the mainline track under the
south side of the bridge in a rocation that was previousry under the pavement of the roadway for
the at-grade crossing. The sink hole was directly above the72 inch diameter storm drain pipe
that runs under the tracks in a casing. It appears that the location was direcily above the end of
the casing.
when the sink hole was discovered the city directed the contractor to excavate the area to
explore the extent and determine the root cause. The area was excavated to approximately 4
feet deep and no apparent cause was seen. The excavated area was then backfilled and
compacted with the plan to return after a shoring plan was approved to continue excavating to
thebottomoftheT2inchstormpipetoinvestigatefurther.
since the rocation was backfiiled the city has been visuaily monitoring the sink hole location and
has witnessed no changes or further settrement. subsequentry, the city and it's geotechnical
engineer have further discussed the situation and berieve that the most likely cause of the sink
hore is from materiar that settred in the annurar space between the pipe and the casing, this
could have occurred long ago and became apparent when the pavement was removed' The
existing pipe within the casing was TV inspected during design of the project and proved to be in
good condition and no replacement or lining of the pipe was necessary'
At this point the city feers that any further exproratory excavation of the area would provide
limited value, the excavation would likely encounter ground water and may potentially result in a
wider area of setuement. At this time the city wiil .ontinr" to visualry monitor the area monthly
and document with photographs, if it appears that a sink hore is developing or that settlement is
takingplacethentheCitywouldproposefurtherinvestigation,
prease ret me know if you have any questions or if you wourd rike to discuss this further'
Thanks,
Mark
Mark Madfai, P,E'
City of Kent
Design Engineering Su Pervisor
mmadfai@kentwa'{qv
-.,,,,,,,,ilo,ilililtffllfilllllll:E{:C 4?06 I l.)6n l\vorrare . S(nlo lloHr, C/\ 954O5
D,H. CFIARLES E'NGINEERING, INC, (7o7) 137-&242 ' (7{J7) 537-fl3f,8 (F{!x)r wwwishtrrlondris.lr{crlrs.coill
BILL TO EF
Scarsella Brothers, Inc,
Accounts Payable
PO Box 68697
Seattle, WA 98168-0697 iicAi-ts
DESCRIPTION
lnvoice
DATE tNVOTCE #TERMS
2t26/2021 21-A215-1 Net 30
CONTACT
RATE
CHIVEM
I 0l 2021
t".l-A BR0s. lNc.
CLIENT JOB NO PROJECT P.O. NO,
228TH STREET GRADE SEPARATION
KENT, WA
AMOUNTOUANTIW
Prepared PE stamped design plans and calculations lbr
a 10'-wide x l6'-wide x l5'-deep slide rail shoring
system to investigate and repair sinkhole.
Force Account
1.73A25114029,Q01 tG
M 8.S.
2,4A0,A0 2,400,00
27 Total $2,400,00
PaymentslCredits $0.00
Balance Due $2,400,00
+210/o Service MIU = $2,904.00
,-- ..,iln,il,rililil1ilililil111111HC +7oar t-l(|eil A'votruc . sr{nl{ l(oi(, Cn 95405
D.I.T. CIIARLES ENCN$EERTNC, TNIC. (.1
BILL TO
al7) ,5f "-B2ttz
. (707) 517-d33t{ {11'rrx) r www.chtrrlenerrgirrt€tlrt!l-c(}rir
lnvoice
Scarsella Blothers, lnc,
Accounts Payable
PO Box 68697
Scattle, WA 98168-A697
CLIENT JOB NO
ECHIVED
t',lAR t 8 t0?l
BROS.lblc'
PROJECT
228TH S'I'REET GRADE SEPAITA ION
I(EN'I', WN
DATE
3l15lT02t
INVOtCE #TERMS
DESCRIPTION
Revise P[ stampecl design plans and calculations for a
lO'-wide x 16'-wide x 15'-deep slide rail shoring
system to investigate and repair sinkhole . Shoring
slrall bc instaltcd a rninimum distance of.2l'-6" flom
centelline of nn existing UPRR lailroad track, The
Consultant bears no rcsponsibility or liability fbr any
settlcrnent, movoment" or damagc of any kincl tlrat rnay
occur to sut'rounding soils, existing railroad lrack' or
rutilities due to shoring installation, de[lcction,
renroval, or other construction activitics.
730251 14(j29 011 t i)
{A.3.5.
CONTACT
AMOUNT
1,100,00 l,l 00,00
$ I ,100,00
Payments/Credits $0,00
Balance Due $ t ,1 00.00
P.O. NO.
QUANTITY RATE
Total
$1,3
2l-a2t5-2 Net 30
22
+21a/a
TN WORKEDACCOUFoFORCEDAILREPORT
712612A21DAScarsella Bros. lnc.
PAY
SUSCONTRACTOR
.3422Project N 1 355ITEM
HLP.1216{006)Federal Aid
145
ng West side of RR Tracks
PERFORMED:
DESCRIPTION OF
$1,569.07TOTAL COST
AMOUNTOT RATEREG RATE OT HRSREG HRSWORKER'S OCCUPATIONWORKER'S NAME $ 99.28$ 74.584.00Operatcr Loader under 6 CYBarrett (1/2021 $ 99.28$ 74.584.00Loader under 6Hunkin (1/2021)$0.00$$
$0.00$$
$$
LABOR SUBTCT
$1TANDNGINSURANCEBONDI0ANPROFITOVERHEAD
AL LABOR
PMENT AiVOUNTTDBY RASTDBY HRSREG RATEREG HRSSIZEEQUTPIVlENT TYPE $1 3s.48$$ 33.874
132 F-350 Tool Truck (7i2021)$0.00$
$0.000$
$$0.00$
$1 3s.48EOUIPMENT SUBTOTAL
$28,45DANINSURANCEBONDINGPANDROFITOVERHEAD%2
$1 63.93TOTAL
TERIALS sndlor SERVICES AIVIOUNTSUB TOTALMATERIALVENDOR & INVOICE #9525.1 8$48.1 I$477,00RentalUnited Renlals 1 90293637-00'l $0.00
$0.00
$525.1 STNGINCLUDISUBTOTALTERMAIALS
$ 1 '1 0.2sANDTAXINSURANBOPROFITNDING,AND12OVERHEAD%
$63s.47TOTAL MATERIALS
WORKOR AMOUNT
VEN]DOR & INVOICE #
$0.00INV
$0.00
$0.00IOTAL SUBCONTPSCTOR INV
A[IOUNT
$1Labor,WoMaterial&ol onl,SubtotalME Equ pmPRI
Worhnvolcedc&bcontractoruMatorial.LaboolSubtotal Equlpment,ORSUBCONTRACT Ar/o
Markups on work Performed
7Va00,0001Greateror/o $lhan000$25,000-$00,$25,000--2o/0,toupSubconlractcr:
$0Subcontractor Mark-uP
$1 s69.07
e tlme an
needEd to
are agreeing tois form,work is in disPute.signing
the task. Entitlement to be determined at a later date.
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Project:
Owner:
Prime Contractor:
S. 228th St UPRR Grade Separation Ph' 5
CitY of Kent
Scarsella Bros,, lnc.
Date:
Project No:
Fed Aid No:
Subcontractor:
1./27/2021
7 11"13022
wsDoT HLP-1216 (0061
1of1
INDEPENDENT COST ESTIMATE
sinkhole near UPRR tracksand investlnstall Slide Rail Shori
Description of Work:
OVERTIMESTRAIGHT TtME DOLLAR
AMOUNTWWRHOURSHOURSWWROCCUPATiONPRODUCTION RATE
s
$
$
5
5
)
$
5
$
1,288.96
1,200,00
520.00
1,040.00
$
)
$
$
80.56
75.00
65.00
65.00
tb
16
8
76
ster
La borer
Foreman
Operator
142.18TOTAL: $L2TYoOHP s I96s4I-ABOR SUBTOTALS
DOLLAR
AMOUN'T
STANDBY
RATE
ADJUSTED
RATE
HOURS
STANDBY
HOURS
WORKINGEOUIPMENT DESCRIPTION
xcavator
Dump Truck
ctor Truck
Truck
TOTAL:5,24L.64761.6017% OHP:4,480,00EQUIPMENTSUBTOTALS:
D0Ll-AR
Ar\40tJNTPRiCtrUNi iQUANTITY
REFERTI]OE
INVOICE #DESCRIPTION s00.005
$
s
$
500,00I
TOTAL:5.0017a/o OHP.500,00MATERIAL SUBTOT ALS:
oolr-Alt AMoul'lr
ES iIiVAiED
COlilUNiTOUANIITY
EST, DATE OI:
SERVICEDESCRIPTION
>
$
$
$
5,000,00
7,000.00
5s,000.00
$7,000,00
LS
LS
1
Toring Rental lncluding Mob
ng
TOTAL:170k aH?.5 L2,SUBTOTALS:SERVIC
Residenl. Engineer (RE)Date
7B2
ADJUSTMENT (see comment): S
S B
ICE TOTAL: $ 25,008.78
omments / Notes:
LABOR
EQUIPMENT
MATERIALS
SERVICES
P-60 (Rev.2019 Ma1