HomeMy WebLinkAboutPW17-369 - Change Order - #14 - SB Structures, LLC - LID 363: S 224th St Improvements - 02/16/2022KENT
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 cheny colored paper)WaSHtNGToN
t
oLee
Originator:
Stephanie Anderson
Department:
PW Engineering
Date Sent:
3t112022
Date Required:
N/A
Authorized to Sign:
E Director or Designee E MaYor
Date of Council Approval
N/A
Budget Account Number:
R90101 .64110.120
Grant? EYes E No
Type: N/A
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Vendor Name:
SB Structures, LLC
Category:
Contract
Vendor Number:
1374695
Sub-Category:
Change Order 14
projectName: LID 363: S 224th St. lmprovements - 84th Ave S to 88th Ave S
Drniart narlitc. Compensation for work added by revision #10 including supplying, installing, and relocating streetI IvrLLL "''"' ' signs for permanent channelization. This work was tracked on force account sheet #59 through #63
Agreement Amount: $1 6, 1 59.97
starr Dare: 712312017
Basis for Selection of Contractor: $i6l
Termination Date: 424 working days
Local Business? E Yes El No*
*lf meets requirements per KCC 3.70.100, please complete 'Vendor Purchase-Local Exceptions" form on Cityspace.
Notice required prior to disclosure?
EYes E No
Contract Number
PW17-369
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Date neceivffiffiffi[
I'J|AR 2 zc/N
CffY OF KENTnlw cl FRK
Comments:
Date Routed to the Mayor's Office:
Date Routed to the City Clerk's Office:
rd(W22l7l 1 20 Visit Documents.KentwA.gov to obtain copies of all agreements
KENT
Wa 5 H r N o r o N
CHANGE ORDER NO. #L4
NAME OF CONTMCTOR:
CONTMCT NAME & PROJECT NUMBER:
ORIGINAL CONTMCT DATE:
SB Structures, LLC. ("Contractor")
LID;363 S. 224th St Improvements 84th to 88th
June 23-20L7
This Change Order amends the above-referenced contract; all other provisions of the
contract that ars not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the pafties, the project contract is modified as follows:
l. 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 :
Compensation for work added by revision #10 including supplying,
installing, and relocating street signs for permanent channelization. This
work was tracked on force account sheet #59 through #63'
Z, 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,
(including applicable alternates and
wssr)
$ts,i30,729,25
Net Change by Previous Change Orders
(incl. applicable WSST)
$174,755.86
Current Contract Amount
(incl. Previous Change Orders)
$15,s08,271.76
Current Change Order $16,159.97
Applicable WSST Tax on this Change
Order
$0.00
R€vised Contract Sum $1s,s24,431.73
CHANGE ORDER - 1 OF 3
400 working daYsOriginal Time for ComPletion
(insert date)
24 working daYsRevised Time for ComPletion u
prior Change Orders
(insert date)
nder
0 calendar daYserdr+I chs na e orfothguiredDa()Reqys
424 working daYsRevised Time for ComP
(insert date)
letion
In accordance with sections !-04.4 and ta4.5 0f the Kent and wsDoT Standard
specifications, and section VII of tnl ngieement, the contractor accepts all requirements of this
change order by signing below. AlsoJ pursuant to the above-referenced contract, contractor
agrees to waive any protest it may Gu! re-garding. this Change Order and acknowledges and
accepts that this change order constitutes final seltlement of all claims of any kind or nature
arising from or connectJd 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 Chang; OtO"t, ,nies, otherwise provided, does not relieve the
Contractor from strict compliance wiih the guarantee and warranty provisions of the original
contract, pafticularly 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 oitnis change order, are hereby ratified and
affirmed, and the terms of the ngr""r"nt, previous Change orde?s (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 contraclinodification, 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'
r: ddi4ltdsndbchadBi6r'n
. Chad Bieren $*!li"irt'f,,"ri,i"#5:tr"'
Its Public Works Direcq
DATE, Gt''")
CITY OF KENT:
By
p^E-Bieren
(signature)
Print Name
av:ffir*(a
Print Nam e: ,nrAflf;U ,Vn[l6l{a
Its P/t@ '4//'
CONTRACTOR:
(title)
DATE:
CHANGE ORDER - 2 OF 3
KP
(applicable if
APPROVED AS TO FORM:
required)
lln this fietd, you may enter the eledonlc Eleptth where the 6nt@ct has bes savedl
CHANGE ORDER. 3 OF 3
File No. 2OO.2
KENT
wa6Ht{oYoN
CHANGE ORDER WORKSHEET NO' T4
Construction Engineering Division - Public Works
Project: LID 363 224tn St Bridge Project No: 99-3003
Project Engineer: Carla Maloney Fed-Aid No:
Capital Projects r:cnn Rrrranr Contractor: SB Structures
""r"""rt
ltt"t BtY
Date: I/7 /202I
I Pro osed Chan e
etstre si NSnIadnrecatiosUnstangg#n 01 ncl ud gedsopvplngRevinorforkWOdadngmConsatibype
#h 36#ets I5 ht rouaccrceuotnhessWAracketodfo gnThsrWOkonnanteachnneltzarmforpe
II. Reason and Backg round for Chan e
III. Method of PaYment
NEW PAY ITEMS ! NotaPPlicable
on Department as well as
n #10. This work was
requested bY our TransPotati
es were addressed in Revisio
During final walk
relocation of som
through additional signs were
e exsisitng signs. These chang
tracked on force account sheets #59 through #63
Sch
No Item DescriPtion Total Est.
Qtv Unit Unit Price Total Estimated Cost of
Item
5 Supply and install additonal signs 1 FA $16,159.97 $
$
L6,L59.97
$
New Pay ltems Total: $L6,L59.97
DELETE EXISTING PAY ITEM(S) per 1-O9.5 il Notappricabre
Sch
No.Bid ltem No.Item DescriPtion Qtv Unit Unit Price Cost of Item
Page 1
$
$
Delete Existing PaY Items Total: $
TNGREASE/DECREASE TO EXTSTTNG PAY ITEM(S)! Not applicable
Sch
No.Bid ltem No.Item DescriPtion Qtv Unit Unit Price Cost of Item
$
$
Increase / Decrease to Existing Pay Items Total:
*TOTAL ESTIMATED COST OF CHANGE ORDER:
IV. WORKING DAYS
$
$1 L59.97
x Total of the Cost of Item Columns
L75Previous Total:oDue This Change Order:130Original Contract:
Explanation/Justification for Additional Working Days:
*TOTAL WORKING DAYSI 175
* This Change Order + Previous Total
Date: 1l1Ot2O22Capital Projects Manager:Jwon 9rgant
Jason Bryant
Construction Engineering
Supervisor:Paul Kuehne
Paul Kuehne
Date: 01111122
lr"bConstruction Manager:
Eric Connor
Page 2
Date:
FA Sheet No.;59
DAILY REPORT OF
FORCE ACCOUNT WORKED
Project Name LtD 363 224th $T lmprovements Proje ct No: 99-3003
Item No.: CO # 14 Date: 712012021
Description of Work:lnstall additional street Revision #10
Prime Contractor:SB Structures
Work by Subcontractor?: YeS
Sub-Contractor: Scarsella
LABOR
STRAIGHT TIME OVERTIME DOLLAR
AMOUNT
NAME CODE OCCUPATION Hrs Hourly Rate Hrs OT Rate
Vickie A Laborer o 61.07 83.76 $530,44
Shennell H Laborer 8 61.07 0.5 83.76 e 530,44
Jeff B Foreman 8 80.21 $641.68
Jerry M Laborer I 61.07 $488,56
$
SUBTOTAL. I-ABOR: $2 191.12
LABOR OVERHEAD & PROFIT @29o/" S 635.42
LABOR TOTAL 2,826.54
IPMENT
EOUIPTTENT OR ATTACHMENTS OPERATED STANDBY DOLLAR
AMOUNT
Equipment #Equipment Rate
2-223 F1 50 I 19.70 o 157.60
2-305 F1 50 8 19.77 158.1 6$
$
$
$
SUBTOTAL - EOUIPMENT $315.76
EQUIPMENT OVERHEAD &PROFIT @21o/o
EQUIPMENT TOTAL
66.31
$382.07
Quantity Units Unit Price DOLLAR AMOUNT
MATERIALS / SERVICES
s 83.55
lnvoice# 10014633465 ea $83.55
White
154.12 $154.12
white lnvoice # 10014625088 ea $
ea 2 784.00 $3.784.00
Zumar lnvoice # 36757
$
$
SUBTOTAL
ovERHEAD&PROFIT@21%
TOTAL
$4,021.67
844.55
$4,866.22
of Hours Worked
Date
Reflesenlslive Japn t Dare 1ti2t22
TOTAL: $4.83
12% MARKUP (for Prime when
subcontract work)968.98
SHEET TOTAL .81
Pay Estimate Entered:
Date:
By:
. .,..-. 4!r!B,n =
FA Sheet No.60
DAILY REPORT OF
FORCE ACCOUNT WORKED
{x\*,*'/KENT
Project Name LrD 363 224th ST lmDrovements Project No: 99-3003
Item No.: CO # 14 Date: 712112021
Description of Work:nstall additional street si Revision #10
Work by Subcontractor?: YeS
Prime Contractor: SB Structures Sub-Contractor: Scarsella
I,.ABOR
STRAIGHT TIME OVERTIME DOLLAR
AMOUNT
NAME CODE OCCUPATION Hrs Rate Hrs OT Rate
Vickie A Laborer I 6'1"07 $488.56
Shennell H Laborer a 61 .07 $488.56
Richard D Laborer 79.64 $
Don V Foreman 79.64 $
$
SUBTOTAL - LABOR 977.12
LABOR OVERHEAD & PROFIT @ 29% $283,36
LABOR TOTAL $1
EQUIPMENT
EQUIPMENT OR ATTACHM ENTS OPERATED STANDBY DOLLAR
AMOUNT
Equipment #Equipment DescriPtion Rate
2-223 Fl 50 I 19.70 s 1 57"60
1 6-1 00 Deere Loader 37.25 $
b
$
$
SUBTOTAL - EQUIPMENT
EOUIPMENT OVERHEAD & PROFIT @ 21%
EQUIPMENT TOTAL
$157.60
$33.10
t90.70
MATERIALS / SERVICES Quantity Units Unit Price DOLLAR AMOUNT
$
$
$
$
SUBTOTAL
ovERHEAD&PROFlr@21%
TOTAL
$
$
$
Verification of Hours Wo rked:TOTAL:$'1 ,451.18
l{2 12% MARKUP (for Prime when
subconhact work)$174.14
SHEETTOTAL: $ I 5.32
Date
Ja,ton
Pay Estimate Entered:
Date:
By:
oad 1112122
FA Sheet No.61
DAILY REPORT OF
FORCE ACCOUNT WORKED "/A'\./ I('E,NT
Project Name LID 363 224th $T Project No: 99-3003
Item No.: CO # 14 Date: 712212021
Description of Work: lnstall additional street Revision #10
Prime Contractor:SB Structures
Work by Subcontractor?: YeS
Sub-Contractor: Scarsella
STRAIGHT TIME OVERTIME DOLLAR
AMOUNT
CODE OCCUPATION Hrs H Rate Hrs OT Rate
NAME
Vickie A Laborer 6 61.07 83.76 366.42$
b 366.42
Shennell H Laborer o 61.07 83.76
Jeff B Foreman 80.21 $
Jerry M Laborer
6
61.07
61.07
$
366.42$
U SUBTOTAL - LABOR: $1
I-ABOR OVERHEAD & PROFIT @ 29Yo $3 18.79
LABORTOTAL $1 8.05
EQUIPMENT OR ATTACHMENTS OPEMTED STANDBY DOLLAR
AMOUNT
Equlpment #Equipment DescriPtion Rate
2-223 Fl 50 6 19.70 b 118.20
2-305 F l50 19.77 $
$
c
$
SUBTOTAL - EQUIPMENT 118.20
EQUIPMENT OVERHEAD & PROFIT @ 2'1%
EQUIPMENT TOTAL
$24.82
143.02
Quantity Units Unit Prlce DOLLAR AMOUNT
MATERIALS / SERVICES
SUBTOTAL
oVERHEAD & PROFIT@ 21%
TOTAL
Verification of Hours Worked:TOTAL:1,561.07
II
'12% MARKUP (for Prime when
subcontracl work)$187.33
Date SHEET TOTAL: $1 748.40
Ja^ton
Pay Estimate Entered:
Date:
By:
Dar- 1112122
FA Sheet No.:62
DAILY REPORT OF
FORCE ACCOUNT WORKED
{^>\dr' KENT
Project Name:LtD 363 224th ST lmprovements Proj ect No: 99-3003
Item No.: CO # 14 Date: 81512021
Description of Work:lnstall additional street Revision #10
Work by Su bconlractor?: YeS
P rime Contractor: SB Structures Sub-Contractor:Scarsella
LABOR
STRAIGHTTIME OVERTIME DOLLAR
AMOUNT
NAME CODE OCCUPATION Hrs Hourly Rate Hrs OT Rate
Aaron B Operalor 4 80.68 83.76 $322.72
Fred P Laborer 4 61.07 83.76 244.28$
Jeff B Foreman 80.21 $
Jerrv M Laborer 61.O7 u
U 61.07 $
SUBTOTAL. LABOR: $567.00
LABOR OVERHEAD & PROFIT @ 29o/o $164,43
LABOR TOTAL $731.43
EQUIPMENT
EOUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR
AMOUNT
Equipment #Equipment Description H Rate
2-223 F1 50 19.70 $
2-305 Fl 50 19.77 $
3-1 32 F350 4 33.13 $132.52
$
$
SUBTOTAL - EQUIPMENT $132.52
EOUIPMENT OVERHEAD & PROFIT @ 21%
EQUIPMENT TOTAL
$lt.oJ
$160.35
Quantity Units Unit Price DOLLAR AMOUNT
MATERIALS / SERVICES
$
$
SUBTOTAL
oVERHEAD&PROFIT@21%
TOTAL
s
$
$
n of Hours Worked TOTAL:$891.78
12% MARKUP (for Prime when
subcontract work)$107.01
Date SHEETTOTAL: $998.79
Represenlatlve
Representative Jaon
Pay Estimate Entered:
Date:
By:
Dar- 1112122
FA Sheet No 63
DAILY REPORT OF
FORCE ACCOUNT WORKED
./>\-./ KENT
Project Name LtD 353 224th ST lmprovements Project No: 99-3003
Item No.: CA # 14 Date: 81612421
Description of Work: lnstall additional street Revision #1 0
Prime Contractor: SB Structures
Work by Subcontractor?: Yes
Sub-Contractor: Scarsella
I.ABOR
NAME CODE OCCUPATION
STRAIGHT TIME OVERTIME DOLLAR
AMOUNTHrsHourly Rate Hrs OT Rate
Aaron B Operator 8 80,68 83.76 $645.44
Fred P Laborer I 6'1 ,07 83.76 $488.56
Jeff B Foreman 80.21 $
erry M Laborer 61.07 $
Uriah C Laborer 61.07 $
SUBTOTAL- LABOR: $1 134.00
LABOR OVERHEAD & PROFIT @ 29% $328.86
LABOR TOTAL $1 .86
EQUIPMENT
EQUIPMENT OR ATTACHMENTS
Equipment # Equipment Description
OPERATED STANDBY DOLLAR
AMOUNTRate
2-223 F1 50 19.70 $
2-305 F1 50 15.77 $
3-132 F350 I 33.13 $265.04
$
$
SUBTOTAL - EOUIPMENT $265.O4
EQUIPMENT OVERHEAD & PROFIT @ 21%
EQUIPMENT TOTAL
s
320.70
MATERIALS / SERVICES Quantity Units Unit Price DOLI-AR AMOUNT
NW Barricae lnvolce #21-1 9596 1 ea $ 538.39 a 538.39
McLendon's Hardware lnvoice -H61 365 1 ea s 12.13 $12.13
D
$
SUBTOTAL
oVERHEAD&PROFIT@21%
TOTAL
550.52
1 15.61
666.1 3
of Hours Worked:TOTAL:2 .69
12% MARKUP (for Prime when
subcontract work)293.96
Date SHEET TOTAL:743.65
owne/s Representative JAIOn
Pay Estimate Entered:
Date:
By:
DaE1l12122
February 25,2020
To: Jason BrYant
Paul Kuehne
Eric Connor
From: Ken Langholz
Craig Morris
Carla MaloneY
Re: S.224th St. Phase 1
Punch List
As requested, we walked the project and found the following items that need
attention, Stationing is approximate:
Intersection of 84th Ave. to West
,r4tn183,d Ave. west of B4th - Asphalt is breaking up in many areas and should be
replaced. This was not part of the project but should be repaired due to pavement
failure.
224t^/g3rd Ave. west of g4th - Seal pavement joints along several trench patches
and joints between new and old asphalt where the roadway was widened'
,r4rn183,d Ave. - Asphalt across Modern Machinery driveway is breaking up and
should be rePaired.
B4th Ave. at224th - NW island - Detectable warning surface is in travel lane and
needs to be moved to be within island area'
g4th Ave. at224th - NW island - Curb around island is painted yellow and should be
white.
g4thAve. at224th - SW island - Curb around island is painted yellow and should be
white.
fire hydrant, Asphalt appears lew in this area'
Intersection of 84th Ave, to East
B4th Ave. at2}4th - NE island - Need to add Detectable Warning Surface in all 3
directions. Plans did not include warning strips'
g4th Ave. at224tn - NE corner - FOot prints in sidewalk' Need to replace sidewalk'
84th Ave, at224th - NE corner - Add pedestrian curb at back of ramp'
g4th Ave at ZZ4th - SE corner - Junction box is sticking up in sidewalk. Add yellow
paint along edge of box.
S. 224th St. East of 84th Ave.
dFivewa$r
ffi
Sta. 13+00 RT - Hole in middle of sidewalk.
Sta.13+50 LT - Guardrail face is offset from face of curb. Check guardrail submittal.
sta. 14+75 RTto t7+70 RT- Regrade Dayslnn gravel parking area in workzone
and place 2" of crushed sufacing top course over area'
Sta. 17+80 RT and 22+30 RT - Gap in sidewalk at seals doesn't meet ADA
standards. Need to fill gaps' Consult David Shearer
Sta. 18+10 RT - Remove blackberries under west end of bridge and southerly along
SR 167 to end of Planting area'
Sta. 23+40 RT to 25+50 RT - Hydroseed slopes along lower sidewalk'
sta. 25+25 LT - Curb face should line up with barrier face.
First post (closest to concrete barrier) soil eroded around barrier end/around post
Same segment of barrier - add flexible guideposts with reflective tape facing
southbound traffic.
Same segment of barrier as it wraps around the corner - curb face should line up
with barrier face.
Sta. 25+83 RT - Surface treatment for area where lower and roadway sidewalk
match.
eatetrbasin'
Sta. 30+00 to 30+75 - Asphalt is too high to match Phase 2' Asphalt is crowned,
and instead should have been sloped zoh down to west per plan' Remove high area
and replace per plan so that Phases 1 and 2 match each other.
88th Ave. west and south of 88th Wav
du€ti+e-irere+Per
Sta. 2+00 RT - Add no Parking sign
sta. 2+00 LT - Double check guard rail design. Grade falls away from road and the
guardrail height does not seem correct for condition,
Sta.2+42 RT - Remove crushed rock, or alternatively add an asphalt apron to keep
crushed rock from falling into the catch basin.
Sta. 2+50 RT to 4+60 RT - Add split rail fence along wetland and add wetland
signs. This was not included in the plans.
Sta. 2+50 LT - Ditch directs vehicles toward end of guardrail. Is the end condition
appropriate for this condition, is a flare needed?
Sta. 2+50 LT to -5+00 LT - consider placing guardrail on this segment for ditch
(design).
Sta,4+86 LT - Chevrons are mounted incorrectly. Need to be mounted to face
traffic in both directions.
Sta. 4+92 RT curbing and guardrail - consider extending curbing further south.
Review guardrail end treatment (design).
Sta. 5+50 LT - Install SBth Ave. S/8Bth Way S'/5.224th street signs'
Detention Ponds
Sta. 16+25 LT to t6+45 LT - Stripe area in front of gate and delineate "NO
PARKING'.
Sta. 16+45 LT - Gate is open. Needs a lock'
Sta. 18+20 LT - SE corner of pond area, fence is pried open and needs to be
secu red.
sta. 16+45 LT to 1B+20 LT - Weeds, trees and blackberries around ponds need to
be removed. Ponds need general maintenance'
General
For drainage structures (with grates) in shoulder, consider placing an asphalt apron
around thJ structure to prevent rock from getting into the structure'
Armor ditches that lead to pipes that currently have gravel falling them with quarry
spalls or similar material to serve as an apron.
Lower Sidewalk - Add bollard(s) at ends of sidewalk to prevent vehicle traffic
(designltransPortation).
Lower Sidewalk - junction boxes next to ped lighting - consider concrete apron
around j-boxes to inhibit theft.
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KENT
PUBLIC WORKS DESIGN ENGINEERING
Carla MaloneY, P,E.
Design Engineering Manager
400 West Gowe
Kent, WA 98032
Fax: 253-856-6500
PHONE: 253-856-5500WAsHrNoroN
cc
Date
To:
From:
Through:
Regarding:
March 2,202I
Eric Connor, Construction Engineering Manager
Paul Kuehne, Construction Supervisor
Eric Knowles, CitY SurveYor
Jason Bryant, Capital Project Manager
Craig Morris, Engineering Designer II
Carla Maloney, P.E', Design Engineering Manager
Mark Howlett, P.E,, Deputy Public Works Director
S.224th Street Improvements - B4th Ave S' to BBth Ave S'
Project No, 99-3003C
Revision No. 10
REVISE ShCCt C21
update sign schedule. changes highlighted in yellow' Add sign
REVISE Sheet C22
Revise location of Advanced Intersection Lane control sign'
Revise SPeed Limit sign size'
Revise Sheet C23
Add new sign on BBth Ave S for Right Turn'
Revise location of Street Signs froir stop sign at SW corner to NE corne r of S 224rh ST/BBth
Ave S/BBth WaY S intersection'
Add new street sign to NE corner of S 224th ST/BBth Ave S/BBth Way S intersection'
Revise Chevron sign size.
Revise SPeed Limit sign size.
Delete Road Narrows and Reverse Curve Arrow signs'
Attachments: Plan Sheet C21
Plan Sheet C22
Plan Sheet C23
City of Kent Public Works Depaftment
Chad Bieren, i.E., Interim Public Works Director