HomeMy WebLinkAboutPW14-203 - Change Order - #14 - SCI Infrastructure, LLC - SR 516 to S 231st Way Levee Improvements - 06/30/2015 Records
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WASH140TON Document -
CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission
to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office,
Vendor Name: SCI Infrastructure, LLC.
Vendor Number;
JD Edwards Number
Contract Number: PW 14-203 -- 0iC3
This is assigned by City Clerk's Office
Project Name: SR 516 to S 2315` Way Levee Imp/Russell Road Upper Levee
Description: ❑ Interlocal Agreement M Change Order ❑ Amendment ❑ Contract
❑ Other:
Contract Effective Date: 8/27/2014 Termination Date:
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Toby Hallock Department: PW Engineering
Contract Amount: $2 176 334.02
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order#14
As of 08/27/14
ICE lod T
CHANGE ORDER NO. #14
NAME OF CONTRACTOR: SCI Infrastructure, LLC. ("Contractor")
CONTRACT NAME & PROJECT NUMBER:SR 516 to S 2315t Way Levee Imp./Russell Road Upper Levee
ORIGINAL CONTRACT DATE: August 27, 2014
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 public parking lot striping, hatch painting at new curve and
speed bumps added for excessive speed control in adjacent Parks'
parking lot due to local traffic discovering bypass to road closure
through Russell Road Park parking lot.
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, $2,176,334.02
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $105,409.02
(incl. applicable WSST)
Current Contract Amount $2,281,743.04
(incl. Previous Change Orders)
Current Change Order $7,215.25
Applicable WSST Tax on this Change $685.45
Order
Revised Contract Sum $2,289,643.74
i
CHANGE ORDER - 1 OF 3
Original Time for Completion 120 working days
(insert date)
Revised Time for Completion under 129 working days
prior Change Orders
(insert date)
Days Required (f) for this Change 0 calendar days
Order
Revised Time for Completion 129 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 KE .
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By f By
signature) - � (signature _
Print Name: ry (,. Print Name: t i fr
Its 1i 7,'� # '�E t,a o a eC Its cr 6 r e ��o t� �� 1�1 F r�C-7�em
I, (title) '5 (title)
DATE: —J/r/ DATE: L 26)z
CHANGE ORDER - 2 OF 3
i
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
[In this had,you may enter the electronic filepath where the contract has been saved]
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CHANGE ORDER 3 OF 3
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FILE NO: 200.2
KEN
" CHANGE ORDER WORKSHEET NO. 14
Construction Management Division - Public Works
Project: SR 516 to S. 231" Way Levee Project No.: 09-3006.2
Improvements - James/Russell
Project Engineer: Toby Hallock Fed-Aid No.:
Owners Rep: Jason Barry Contractor: SCI Infrastructure, LLC
Date: 5/26/15
I. PROPOSED CHANGE
Additional public parking lot striping, hatch painting at new curve and speed bumps added for
excessive speed control in adjacent Parks Parking Lot.
H. REASON AND BACKGROUND FOR CHANGE
Local traffic has discovered bypass to road closure through Russell Road Park parking lot.
Excessive, unsafe speeds through the area were observed along with higher volumns of
vehicles. Speed control through parking lot speed bumps was requested and required.
III. METHOD OF PAYMENT
NEW PAY ITEM(S) Not Applicable
Change Order No. _ ( i FOR ACCOUNTING USE ONLY
Sch. No. i Item Description Total city this its Unit Unit Price I Total Estimated Cost of
- _-_ --- .......
-- - Est city -..PE --�- - - --- - _. Item -- --
1 i Additional traffic safety 1 1 FA $7,215.25 C 7,215.25
control measures. I -- ----.-.. --------------
- ------ -
® Independent Estimate Attached I Q CREATE PAY ITEM ONLY Payment to be made ® 'I. PAY THIS PAY ESTIMATE
REQUIRED at a later date upon completion of work — ___ _-__._._ ______. . .. ___. ____ _____-- ___....
Material Submittals Required CCi Construction Coordinator New Sub Req rd? 1 No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. I I - I i I FOR ACCOUNTING USE ONLY
Sch No. B.I. No. Item Description_____, f ._Qty __ I Unit_-- Unit Price Cost of Item
❑ I Independent Estimate Attached -REQUIRED i
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
Change Order No. J _ I J ( FOR ACCOUNTING USE ONLY
Sch No. 1 B I No. _ _ Item Description Qty-_ Unit Unit Price Cost of Item
_ _
Independent Estimate Attached -REQUIRED
1 REV, DATE: 4/01/10
®K1ENT FILE NO: 200.2
TOTAL ESTIMATED COST OF CHANGE ORDER
*Total of the Cost of Item Columns
THIS PAY ESTIMATE $7,215.25
IV. WORKING DAYS
Original Contract ; 120 Due This Change Order* ® i Previous Total 129 -
DATE.__�,7 16 14____ co _,j.DATE_�10 25 14,_
-- ._... _. _. . ...
* I Explanation Justification Re red: _.
TOTAL WORKING DAYS* 129
*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.
Prepared By: 9
Date:
] l
Construction Supervisor: Bra Date:
Paul Kuehne
Construction Manager: - -- Date: '
Eric Connor i
i
2 REV. DATE: 4/01/10
Barry, Jason
From: Hallock, Tobias Qf'
Sent: Thursday, April 02, 2015 2:48 PM \
To: Barry, Jason
Cc: Murillo, Alex; ONeill, Rick
Subject: FW: Speed Bumps Thru Parking Lot
Attachments: 20150401075815860_0001jpg; SpeedBumps.jpg
Jason,
Great news! We have agreement on a design for speed bumps through the parking lot. Please see the
attachments. We'll want asphalt speed bumps about every 150' through the parking lot. The speed bumps themselves
should be 3-feet wide and 4"-6" in height. The 3-feet wide part is important so it's not too jarring for the vehicles
according to Chris Hills,the City's Risk Manager. As we discussed, I think using an existing asphalt bid item would be the
best approach, but I'll leave that up to you. Once you've got an install date, please let me know. Also, please let me
know if you need anything else from me! Thanks!
Toby
From: Hallock, Tobias
Sent: Thursday, April 02, 2015 2:37 PM
To: Lee, Garin; Levenhagen, Brian
Cc: Murillo, Alex
Subject: RE: Speed Bumps Thru Parking Lot
Great! Thank you for your input. I'll let Jason know to instruct the contractor to install these ASAP.
Toby
From: Lee, Garin
Sent: Thursday, April 02, 2015 2:35 PM
To: Hallock, Tobias; Levenhagen, Brian
Cc: Murillo, Alex
Subject; RE: Speed Bumps Thru Parking Lot
Of course, always happy O
Although on a personal level speed bumps in general do not make me happy.
But in this case, thank you for working with us to manage traffic in the parking lot.
I
Garin
From: Hallock, Tobias
Sent: Thursday, April 02, 2015 2:33 PM
To: Levenhagen, Brian; Lee, Garin
i
I
Cc: Murillo, Alex
Subject: RE: Speed Bumps Thru Parking Lot
Garin,
Are you happy? O
Toby
From: Levenhagen, Brian
Sent: Thursday, April 02, 2015 2:32 PM
To: Hallock, Tobias; Lee, Garin
Cc: Murillo, Alex
Subject: RE: Speed Bumps Thru Parking Lot
I'm happy if Garin is happy.
From: Hallock, Tobias
Sent: Thursday, April 02, 2015 2:28 PM
To: Lee, Garin; Levenhagen, Brian
Cc: Murillo, Alex
Subject: RE: Speed Bumps Thru Parking Lot
Hi Garin,
Yes, 3' in width would probably make it a bit less jarring for vehicles. As long as you guys are happy, we will move
ahead. Brian, are you in agreement?
Toby
From: Lee, Garin
Sent: Thursday, April 02, 2015 2:21 PM
To: Hallock, Tobias; Levenhagen, Brian
Cc: Murillo, Alex
Subject: RE: Speed Bumps Thru Parking Lot
Hi Toby,
After a bit more discussion and a chance to chat with Chris Hills for some risk
assessment, would you be okay with speed bumps closer to 3' in width and 4"-6" in height?
Garin Lee, Park Operations Superintendent
Operations I Park, Recreation and community Services
220 Fourth Avenue South, Kent, WA 98032
Direct Line 253-856-5131 1 Fax 2S3-856-6120
olee@KentWA.go_v
CITY Or KENT, WASHINGTON
KentWA.gov 7acebook YouTube
2
i
From: Hallock, Tobias
Sent: Wednesday, April 01, 2015 9:10 AM
To: Levenhagen, Brian; Lee, Garin
CC: Murillo, Alex
Subject: Speed Bumps Thru Parking Lot
Garin and Brian,
From what I've found there are no specific guidelines to speed bumps. There tend to be ranges. The size of speed
bumps generally range from 2" to 6" in height and from 1' to 3' in width. The spacing also was in ranges. Usually from
100-foot spacing to 300-foot spacing. At Kent Memorial Park the speed bumps are about 200-feet apart. I'm not sure
how high and wide they are, but they are pretty jarring if you hit them with too much speed.
I'm proposing we build 5 asphalt speed bumps 4" high and 1.5' wide spaced at 150-feet apart through the parking lot at
Hogan Park where vehicles are cutting through. These will remain permanently in place after construction at the
intersection is complete. Please let me know if this will work for you. Thanks!
Toby Hallock, P.E., C.F.M., Environmental Englneer2
Environmental Engineering I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5536 1
thallockR KentWa oov
CITY OF KENT, WASHINGTON
KentWA.00v Facebook YouTube
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SCI Infrastt•ucture, L L C Dgily Cost T'alty
Project: SR516 to S 231st Job#1414
DATE DCR AMOUNT
04/23/15 23423 $ 5,662.93 �
04/23/15 $ 1,552.32 J5/0i" r;*,-`v!
L/,L)&
TOTAL $ 7,215.25
�C1 Infrastructure, L L C Daily Cost Record
023423
Project: SR516 to S 231st, Kent Job# 1414 Date: 04/23/15
Description:
Flog for speed bumps,
HOURS
DETAIL COST RECORD CODE S.T. I O.T D.T. I Total RATE EXTENSION
Eric Haulet PLF 1 0 58.54 0,00
Eric Haulet PLFOT 0 79.95 0.00
Andy Pace FM 0 64.17 0.00
AndV Pace FM OT 0 86.53 0.00
Jesse Sellers OP 0 61.33 0.00
Jesse Sellers OP OT 0 82.25 0.00
Jose Olvera LA 0 49.07 0.00
af Jose alvera LA OT 0 67.35 0.00
O Danielle Cecchlnl TCS 6 6 44.63 267,78
m Danielle Cecchini TCSOT 0 60.66 0.00
a Shaden Cannon FL 6 6 41.83 250,98
-� Shaden Cannon FL OT 0 56.45 0.00
Sub-Total 518.76 li
Travel Time 0.00
Labor Markup 150.44
Total Labor Costs 1669.20
m Trailer 01 14.57 0,00
-� 1 Ton Truck w/tools 0 19A0 0.00
0 138 Excavator 0 70.27 0.00
O Dump Truck 0 79.68 0.00
F- Yanmar Mini-Excavator 0 25.19 0.00
T3 00 Skid Steer Loader 0 37.44 0.00
PC 200 Excavator 0 86.41 0.00
Roller 0 57.26 0.00
460 Excavator 0 179.43 0,00
112 Ton Pickup 0 28.72 0.00
z 030 Loader 0 52.85 0,00
w 310 Backhoe 0 36.90 0.00
M 2"Pump/Hose . 0 5.72 0.00
a 320 Excavator 0 92.95 0.00
n Sub-Total 0.00
0 Equipment Markup 0.00
w Total Equipment&Tools Costs T0.00
Dump Fees cV I of 3.00 0.00
2x4 S alls Renton Concrete tons 1 0 20.00 0,00
1-1/4"Rock tons 0.0 7.60 0.00
w Grout 1 0 0.00
0 0.00
w ICON Materials 1.0 1 4,458.69 4,458.69
x
H Sub-Total 4:458.69
0 Sale Tax if applicable) 0.00
Marku SUB 12% 535.04
Othor Costs $4u993.73
Contractor's Representative Sub-Total 5662.93
Sales Tax on Rented Equipment
Sub-Total 5 662.93
Subcontractor's Representative
Owner's Representative
No. Sheet 1 of 1 ITOTAL 15,662.93
Dafly Cost Record
1508 VALENTINE AVE 5E • PACIFIC,WA 98047• (253)218-0444 • FAX:(253)218-0454
Project - Job# Date Weather
Description (must be complete)
DETAIL COST RECORD CODE HOURS
S.T. O.T. D.T. TOTAL RATE EXTENSION
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Labor Taxes& Fringe Benefits
Travel Time
Labor Markup
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Total Other Costs
Sub-Total
Bond Insurance Taxes
Miscellaneous Costs
Contractor's Representative Sub-Total
Overhead
Subcontractor's Representative
Oviner's Representative Sub-Total
Salas Tax
No. Sheet of TOTAL
ICON PATERIALS EXTRA WORK ORDER
Isae VALENTINE AVE
l.ciN�➢1>�;N1 tl�I 1N1�pI2I4TAT[e�N�
u � tY. PACIFIC,WA 9D047 1'OR (N fl'sNI)L17 1.35CA'II-N'f tDNI.'Sr
, , " (206)575-3200 Office o 1206J 575-3207 Fax pU NU P DISC LOS1;
ICON Job# - _� ICON Fireman Mike_Fagel ICON EWO If
Contractor SCI Infrastructure Contractor Ref#
Project Name SR 596[0 5. 231st Way Levee Improvements Date 4127/2015
DESCRIP TON OFEXTRA WORK PERFORMED .
Install 5 speed bumps approximately 21'x T x 3 Install walking Polh approximately t50'x i
y Regular Hours Worked Overtime Hours Worked
Employee Name Classlncation Quantity Unit Rate Quan(I(y Unit Rate Total
Mike Flegel _General Forman(Operator) 6 hr $ 71.11 $ 426.60
_ .-. . __.._ ____ _ — ___ - g__
Lail]Jaswinder JOperalor Group IA 6 hr $ 66 3,5
Tiavls O'Connor , _Operator Group IA 6 hr $ 66 35 - $ $ 398.10
Andrew McKinney Operator Group III 6 hr $ 64.61 $ g 387.66 i
_. . ._ — --. __._._ _ _ __—._. -- .._
Cammaron O'Connei Teamster<18 CY 6 hr $ $7,82 $ S 346,92
Total: $ 1,95'l.44
... 'r YATERtAL:&RENTALS
Material Description Quantity Unit Cost Tax% Cost Total
PIMA Class 1!2" 16.94 ton $ 64.60 i $ $ 1,092,63
1"nisi: $ 1,092.63
EQUIPMENT
Regular Hours Worked Hours on Standby
Equipment Description(Year/Make/Mode)) Truck# Quantity Unit Rate Quantity Unll Rale Total
2006 Freightilner <16 CY Dump Truck 610530 6 Hr $ 46,41 4 g 278,46
2015 Ford F 450 Crew Truck 500593 6 k_Hr $ 20.52 I I $ - $ 123.12
Oistrlbutor Trailer Teck Pol --r--
( 7 900093 8 �...,Hr S 1730 $ $ 103180
Total: $ 505,38
' - -SUBCONTRACTORS
Name Service Quantity Unit Cost Total
I
Total: $
t hereby certify lire!this Exha Work Order rapresenls the true and correct r .TOTAL COSTS AND MARKUPS - -
quantlhos of work performed daring this period and that prevailing wages
have been paid to all laborers, workers or mechanics on this project to LABOR $ 1,957.44 29,00°/ $ 2,525.10
__.. . .--' ----
accordereo with the Statement o(Intent in file with the Dlsldct. MATERIAL$RENTALS $ 1,08283 21.00% $ 1,322,08
EQUIPMENT $ 505.38 21.00% $ 611.51
SUBCONTRACTOR $ - 12,00% $
BOND MARKUP $ 4,458,69 0.00% $ -
ICON MATERIALS Tolal:�$-!: 4;4j8.69-
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S'C1 Infrastructure, L L C Daily Cost Record
Project: SR516 to S 231st, Kent Job# 1414 Date: 04/23/15
DesCflpllpn:
Additional striping, painting in parking, etc
HOURS
DETAIL COST RECORD CODE S.T. O,T, D.T. Total RATE EXTENSION
Eric Haulef PLF 0 58.54 0.00
Eric Haulet PLFOT 0 79.95 0,00
Andy Pace FM 0 64.17 0.00
Andy Pace FM OT 1 0 86.53 0,00
Jesse Sellers OP 0 61.33 0.00
Jesse Sellers 1OP OT 0 82.25 0.00
Jose Olvera ILA 0 49.07 0100
Jose Olvera LA Of 1 0 67.35 1 0.00
O Danielle Cecohini TCS 0 44.63 0.00
m Danielle Cecchini TCSOT 1 0 60.66 0.00
Shaden Cannon FL 0 41.83 0.00
-� Shaden Cannon FL OT 0 56.45 0.00
Sub-Total
Travel Time 0.00
0.00
Labor Marku 0.00
Total Labor Costs $0:00
rn Trailer 0 14.57 0.00
1 Ton Truck w/tools 0 19.40 0.00
O 138 Excavator 0 70.27 0.00
O Dump Truck 1 0 79.68 0,00
F- Yanmar Mini-Excavator I 0 25.19 0.00
T300 Skid Steer Loader 1 0 37.44 0.00
PC 200 Excavator 0 86,41 0.00
Roller 0 57,26 0.00
460 Excavator 0 179,43 0.00
F-- 112 Ton Pickup 0 28,72 0.00
z 930 Loader 0 52.85 0,00.
w 310 Backhoe I 1 0 36.90 0.00
2 2" Pume/Hose 0 5.72 0.00
o- 320 Excavator 0 92.95 0.00
n Sub-Total 0.00
0 E ui ment Markup 0.00.
w Total Equipment&Tools Costs 0.00
Dum Fees cy 0 3.00 0.00
2x4 S alls Renton Concrete tons 0 20.00 0.00
1-1/4"Rock tons 0.0 7,50 0.00
m Grout 0 0.00 l
o 0,00
w A l -A-Line 1.0 1 1,386.00 1,386.00 '..
I- Sub-Total 1386,00
O 13ale Tax (if a licable 0,00
Marku SUB 12°!0 166.32
Other Costs
_ t552.32
Contractor's Representative Sub-Total 1,552.32
Sales Tax on Rented E ui ment
Sub-Total 11552.32
Subcontractor's Representative
Owner's Re resentalive
No. Sheet 1 of 1 TOTAL $1.552.32
APPL
Yw n3 , INC.
NAWAPA •176 Roy Road SW, Bldg C a Paoilio, WA 88047
1yin,,nmmniam PhOn®(253)299•1209 a Fax(263)299-1260 �—
malfOapplyallnCctlm 9 LIC.6APPLYV161AU
PROPOSAL
ATTENTION: ALL GENERAL CONTRACTORS
PROJECT: SR 516 TO 231 ST WAY LEVEE
BID DATE: 5/1/2015
ITEM OESCRIPTIO PLAN UN1T OTAL
# QTY BID BID
001 PAVEMENT MARKING 1.00 LS 1386,00 $ 1,386.00
PAINT LINE
6"WHITE CROSSHATCH
PAINTED BUMPS j
TOTAL $ 1,386.00
STIPULATIONS: 1.GENERAL CONTRACTOR TO PROVIDE TRAFFIC CONTROL.
2.GENERAL CONTRACTOR TO PROVIDE PRELIMINARY MARKING FOR STRIPING LAYOUT,
3.THIS PROPOSAL TO 8E INCLUDED WITH CONTRACT DOCUMENTS
4.BOND NOT INCLUDED
THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT WITH
YOUR COMPANY.
SINCERELY,
PRICES INCLUDE MATERIAL,
INSTALLATION$ INSURANCE.
PRICES GOOD IF CONTRACT IS
RECEIVED WITHIN 30 DAYS OF
/✓ r —. AWARD.
MIKE"SUS"SUSNER AFTER 30 DAYS PRICES MUST
ESTIMATOR BE RENEGOTIATED.
i