HomeMy WebLinkAboutPW14-138 - Change Order - #2 - R.L. Alia Company - 64th Ave S Channel Improvements - 11/17/2014 Records Managerne" 6t -
KEI�!Y 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: R.L. Alia Company
Vendor Number: 36810
ID Edwards Number
Contract Number: -"" " ' Q• 11171®/YF— 6oj
This is assigned by City Clerk's Office
Project Name: 64th Avenue South Channel Improvements UPRR
Description: ❑ Interlocal Agreement M Change Order ❑ Amendment [I Contract
❑ Other:
Contract Effective Date: 6/16/2014 Termination Date:
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
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Contract Manager: Garrett Inouye Department: PW Engineering
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Contract Amount:
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order #2
As of: 08/27/14
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CHANGE ORDER NO. # 2
NAME OF CONTRACTOR: R.L. Alia Company ("Contractor")
CONTRACT NAME & PROJECT NUMBER: 64th Avenue South Channel Improvements UPRR
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ORIGINAL CONTRACT DATE: June 16, 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 storm work required to install system due to existing pipe
being 24" not 12" per plans and existing pipe is deeper than plans
placing the pipe below the ditch water elevation.
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, $1,176,550.13
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $1,591.66
(incl. applicable WSST)
Current Contract Amount $1,178,141.79
(incl. Previous Change Orders)
Current Change Order $4,105.52
Applicable WSST Tax on this Change $390.02
Order
Revised Contract Sum $1,182,637.33
CHANGE ORDER - 1 OF 3
Original Time for Completion 120 working days
(insert date)
Revised Time for Completion under 121 working days
prior Change Orders
(insert date)
Days Required (t) for this Change 1 calendar days
Order
Revised Time for Completion 122 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.
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IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written belo .
CONTRACTOR: CITY O T:-"
41
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By:
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(srgnatur r Pr nt Nalrt :� f t`Hato e tr r
Print Name: 1u .'
Its ,dw Its C7' a_
(title) f (title)
DATE: i DATE: `
CHANGE ORDER - 2 OF 3
® FILE NO: 200.2
KEN_ T
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CHANGE ORDER WORKSHEET NO. 2
Construction Management Division - Public Works
Project: 64th Channel Improvements Project No.: 10-3030
Project Engineer: Garrett Inouye Fed-Aid No.: N/A
Owners Rep: Phil McConnell Contractor: RL Alia
Date: 10/10/2014
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I. PROPOSED CHANGE
Additonal storm work required to install system
II. REASON AND BACKGROUND FOR CHANGE
(1) existing pipe 24" not 12 " per plans - Increased structure size from type 1 to type 2; IE of
exisitng pipe 1.67 deeper than plans placing pipe below ditch water elevation - dewatering for
storm installation
III. METHOD OF PAYMENT
NEW PAY ITEM(S) Not Applicable
Change Order No. _ FOR ACCOUNTING USE ONLY
Sch, No. Item Description i Total Est, Qty this Unit Unit Price Total Estimated Cost of
city PE Item
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4 Additonal storm work I 1 j 1 FA $4,105.52 j $4,105.52
_ {_required to install system
- -- -------------- ��-
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Independent Estimate Attached CREATE PAY ITEM ONLY- Payment to be made j PAY THIS PAY ESTIMATE
-REQUIRED_--_—_--_— —_ at a_later date upon com�etion of work
Material Submittals Required - CC' Construction Coordinator ( New Sub Reqrd? I No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. I _ FOR ACCOUNTING USE ONLY
Sch No B.I. No. _ — _Item Description_ Qty Unit - Unit Price _I Cost of Item
- _ --_- --- _-
Independent Estimate Attached -REQUIRED ! ❑
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INCREASE/DECREASE TO EXISTING PAYITEM(S) Not Applicable
Change Order No. j _ I FOR ACCOUNTING USE ONLY
,Sch No 8.1.No, Item Description Qty Unit Unit Price ! Cost of Item
. .-- --- ------ — ---- --
-..._ t_.- -_-..
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Independent Estimate Attached - REQUIRED ' ❑
1 REV. DATE: 4/01/10
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�K:E'•NT FILE NO: 200.2
TOTAL ESTIMATED COST OF CHANGE ORDER !*J:1�4�,1(05.52Z$ 4__
*Total of the Cost of Item Columns
—-1
THIS PAY ESTIMATE $4:, .52
IV. WORKING DAYS
Original Contract
L120 Due This Change Order I 1
Pre-vious-Total ta 21
DATE- :j -16/I-0-L2:0-14.- __L- --� ---—-----—
--i-RATE: 1 10-10-2014
-*--t--fii lanationIJustification Re wired:
TOTAL WORKING DAYS* L 22-��
= �
*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: Date:
Phil McConnel
Construction Supervisor: It J, J/ Date:
Paul K,u'6hn-e
Construction Manager: Date:
Eric Connor
2 REV. DATE:4/01/10
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FA Sheet No.:
DAILY REPORT OF
FORCE ACCOUNT WORKED j
KENT
Project Name: SE 256th Street Improvements Project No: 09-3012
Item No,: 3000 Date: 1 01912 0 1 4
Description of Work: discrepencies in storm plans, large pipe required type 2 manhole
over depth required dewatering and extra effort
Work by Subcontractor?:
Prime Contractor: Goodfellow Brothers Sub-Contractor:
LABOR'
STRAIOHTTIME OVERTIME DOLLAR
NAME CODE OCCUPATION Hrs Hrs OT Rate AMOUNT
Rick owner t foreman 5 80.74 If 403.70
Paul operator 5 65.39 $ 326.95
Vito foreman 1 58.61 $ 58.61
Bobby operator 1 65.39 $ 65.39
Bill teamster 3 58.22 $ 174.66
SUBTOTAL-LABOR: $ 1,029.31
LABOR OVERHEAD&PROFIT @ 29% $ 298.50
LABOR TOTAL $ 1,327.81
EQUIPMENT
EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR
Equipment# Equipment Description Hrs Hourly Rate Hrs Standby Rate AMOUNT
Komatsu 200 3 65.29 $ 195,87
Komatsu 650 1.5 190.08 $ 285.12
3/4 pickup 5 10.05 $ 50.25
pumps and generator 36 25.00 $ 900.00
10yd dumptruck 3 35.96 $ 107.88
SUBTOTAL-EQUIPMENT $ 1,539.12
EQUIPMENT OVERHEAD&PROFIT @ 21% $ 323,22
EQUIPMENT TOTAL $ 1,862,34
MAT E RIALSIS E RVIC ES/RENTALS
MATERIALS/SERVICES Quantity Units Unit Price DOLLAR AMOUNT
delmar saw cutting 1 Is $ 600.00 $ 600.00
aggregate 10 yd $ 15.65 $ 156.50
SUBTOTAL $ 756.60
OVERHEAD&PROFIT @ 21% $ 158.87
TOTAL $ 916.37
Verification of Hours Worked: TOTAL: $ 4,105.62
12%MARKUP (for
prime when subcontract work) $ -
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Contractor's Representative Date SHEET TOTAL: $ 4,105.62
Owners Representative Date
Comments
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Installation of 24" DIP
Elevation of 24" DIP was 1.67' lower than plan design
This placed the invert of the 24" DIP V below the mean water
level in the ditch. The following is an accounting of additional
costs/efforts that occurred to due to the invert of the 24" DIP
being below the water level:
1) Construct a steel sheet plate coffer dam
2) Construct 3 below grade pump points
2A)10 Tons of 1.5"washed rock+$5/Ton to haul from Miles
3) Install 2 each 3"and 1 each 2" pump with 60 KW genset and pump for 36 hours to draw water
level down near invert-Alia
4) Employ sawcutter to cut pipe to catch basin below knockout to enable 24" DIP to be set at
proper grade - 10/3 invoice
S)Dissassemble coffer dam and pumping system
Paul 5
Rick 5
200 Komatsu 2
3/4 Ton 5
650 Komatsu 1.5
Added Type 2 CB on West Side
Planned type 1 CB was too small for existing pipe.Alia directed to furnish and install
type 2 CB at that location
Added cost beyond bid items:
1) Solo dump truck and driver-go to Shope to pickup Type 2 CB and go to site
2) enlarge exacavation to set pipe to CB (vs type 1 CB)This includes additional base section
bedding material
3) Return deleted type 1 CB and risers to Shope Concrete ,
Bill 3
Solo 3
Vito 1
Bobby 1
200 Komatsu 1
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R. L. Alia Company
Work for City of Kent
64th Ave South UPRR Culvert
Installation of 24" DIP- Elevation of 24"DIP was 1.67'lower than plan design. This placed the invert of the
24" DIP 1' below the mean water level in the ditch. Additional costs/efforts due to invert of 24" DIP being
below water level: 1)Construct steel sheet plate cofferdam; 2)Construct 3 below grade pump points;
2A) 10 Tons of 1.5"washed rock+$5/Ton to haul; 3) Install 2 each 3"and 1 each 2" pump with 60 KW
genset and pump for 36 hours to draw water level down near invert; 4) Employ sawcutter to cut pipe to
catch basin below knockout to enable 24"DIP to be set at proper grade; 5)Disassemle cofferdam and
pumping system.
LABOR Hrs/Units Rate Subtotal Total
Rick Alia 5 $80.74 $403.70
Foreman $58.61 $0.00
Operator 5 $65.39 $326.95
Pipelayer $52.96 $0.00
Truck Driver $58.22 $0.00
Flagger $44.66 $0.00
Carpenter $62.66 $0.00
Cement Mason $62.47 $0.00
Laborer $52,09 0.00
$730.66
29% markup $211.89 $942.54
COMPANY EQUIPMENT
200 Komatsu 2 $65.29 $130.58
938 Loader $52.79 $0.00
650 Komatsu 1.5 $190.08 $285,12
10 CY Dump Truck $35,96 $0.00
1-Ton $12.39 $0.00
3/4 Ton pickup 5 $10.05 $50.25
JD 160 $58.17 $0.00
Alia pumps and genset 36 $25.00 $900.00
Rex Roller $9.86 $0.00
Compressor and Jackhammer $0.00
21%markup $1,365.95
286.85 $1,652.80
SUCONTRACTORS
Del Mar Concrete Cutting 1 $600.00 $600.00
$0.00
0.00
$600.00
12% markup $72.00 $672.00
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MATERIALS RENTALS OTHER
Washed Rock, Miles, Tons 10 $15.65 $156.50
$0.00
$0.00
0.00
o $156,50
21 /o markup 32.87 189.37
Total $3,456.70
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Mark Miller/Dal Mar 360-458-7551 P.1
DEL-MAR CONCRETE
CUTTING & CORING Invoice .35820
152 100th St. S.
Tacoma, WA 98444
Ph # (253) 537-0109FAX # (253) 535-0507
TO !�/ �"� DATE /0_ " / / JOB NO.
I 7 � ,r c^ � .L
j-Q � AWZO ? � CONTACT PERSON � �)• ( � '
JOB LOCATION
TERMS: NET 30 DAYS, UNLESS OTHERWISE NOTED. ,' ,� S--• / �7' ,S�
M i e
{ '�7 f � ✓�FVIi�
� p
if Intent I Affi avit of
revailing wa es Paid
PIC241se add 380,00
III
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A FINANCE CHARGE OF 1.5% ON THE UNPAID PREVIOUS BALANCE WILL BE '
COMPUTED AT THE END OF EACH MONTH, IF CUSTOMER DEFAULTS OR IF SUIT ,��
IS BROUGHT TO COLLECT ANY OF THE PRINCIPAL OR INTEREST DUE OR OWING p\O V
UNDER THIS BILL, DEL-MAR MAY CHARGE CUSTOMER REASONABLE ATTORNEY
FEES AND COLLECTION COSTS.
INVOICE
pp pO p,�_°v. _
SAND GRAVEL COMPANY �.
400 VALLEY AVE NE • PUYALLUP,WA 98372-2616 • (253)833--3705 �CUSTOMER NO, PATE INVOICE NO. PAGE
t:-wtuMilasSandandGravel.com 001910 08/lb/2U14 976198 1
MN McEO?.OSds c3t2p.TEORMRS mD 6 C4$l.p.^u^i.5 3lllp d(R{Va,m6 60iA@lLP,3L SALES
1r:ivx:*=oa Tiros.tr2s L ttvnto. I.,Z"' " Ru;;ry lefts L".,0, I253I8?3•]755 1
g3)E33-3700 t350i 491-7777 (253)53ff dtU� 060141$-7777 `
RL ALIA COMPAI4Y AUG 2 5 2014
10V WILLIAMS AVE, S
RENTON, WA 98057
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'DATE JOHNUMBER-
JOB LOCATION ADDRESS
TICKET NO.. ' QUANTITY' UNIT DESCRIPTION PRICE 7, UNT TAX . 'TOTAL
000162 64TH AVE SO CHANNEL IIKPRV. SPUR CULVERT KENT
08/18 211-277567 15 , 28 TN 1 3/8 " WASHED ROCK 10 . 6SO' 162 . 73
08/18 211-277574 14 . 15 TN 1 3/8a WASHED ROCK 10 . 650 150 . 70
JOB TOTAL LINE 313 . 43
PRODUCT RECAP
29 . 43 1130 1 3/8" WASHED ROCK
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AMOUNT DUE A 313 . 43
Form 140,24t47 COS 253-933-3131
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R. L. Alia Company
Work for City of Kent
64th Ave South UPRR Culvert
Added Type 2 CB on West Side
Planned Type 1 CB was too small for existing pipe, Alia was directed to furnish and install a Type 2 at j
that location. Additional costs beyond bid Items include: 1)Solo dump truck and driver to go to Shope
to pickup a Type 2 CB and go to site; 2) Enlarge excavation to set pipe to CB (vs Type 1 CB). This
includes additional base section bedding material; 3) Return deleted Type 1 CB & risers to Shope
(Possible Restock Charge)
LABOR Hrs/Units Rate Subtotal Total
Rick Alia $80.74 $0.00
Foreman 1 $58.61 $58.61
Operator 1 $65.39 $65.39
Pipelayer $52.96 $0.00
Truck Driver 3 $58.22 $174,66
Flagger $44.66 $0.00
Carpenter $62,65 $0.00
Cement Mason $62.47 $0.00
Laborer $52.09 $0,00
$298.66
29% markup $86.61 $386.27
COMPANY EQUIPMENT
200 Komatsu 1 $65.29 $65.29
938 Loader $62.79 $0.00
650 Komatsu $190.08 $0.00
10 CY Dump Truck 3 $35.96 $107,88
1-Ton $12.39 $0.00'
314 Ton pickup $10.05 $0.00
JD 160 $58.17 $0.00
Alia pumps and genset $25,00 $0.00
Rex Roller $9.86 $0.00
Compressor and jackhammer $0.00
$173.17
21% markup $36.37 $209.54
SUCONTRACTORS
$0.00
$0.00
0.00
$0.00
12% markup $0.00 $0.00
MATERIALS, RENTALS. OTHER
$0.00
$0.00
$0.00
0.00
$0,00
21% markup $0.00 $0.00
Total $594,81