16-092.02 Cameron Reilly: Pines & Mirabeau Pkwy IntersectionSpokane
valley
DEPARTMENT OF PUBLIC WORKS
CHANGE ORDER NO: 2
CONSTRUCTION CONTRACT NO: 16-092 c
PROJECT: Pines Road (SR 27) & Mirabeau Parkway Intersection Project CONTRACT DATE: 7/22/2016
PRIME CONTRACTOR: Cameron -Reilly. LLC
CIP NO: 238
DESCRIPTION OF CHANGES
This Change Order pertains to Bid Schedule A and pays for installation of an additional advance vehicle detection loop and
associated work in the curbside southbound lane of Pines Rd at —Sta 103+00. See revised 10/6/16 Plan Sheet 4 .
Item No. Description Unit Quantity Unit Price Total
CO -2.1 REMOVE ASPHALT CONCRETE PAVEMENT SY 15 $ 20 $ 300.00
CO -2.2 SAWCUT ASPHALT CONCRETE PAVEMENT LFI 72 $ 2 $ 144.00
CO -2.3 HMA CL. 1/2" PG 70-28 0.50 FT DEPTH, PATCH SY 15 $ 100 $ 1500.00
CO -2.4 INDUCTION LOOP, TYPE 2 EA 1 $ 633.00 $ 633.00
CO -2.5 F A - INSTALL JUNCTION BOX TYPE 1 EST 1 $ 500.00 $ 500.00
8.7% Sales Tax $ 267.70
Total Amount of this Change Order (incl. Tax): $ 3,344.70
PHYSICAL COMPLETION
Original Contract Working Days: 15
Revisions by Prior Change Orders:
Revision By This Change Order:
0.25 Total Revised Contract Working Days:
1.25
16.5
CONTRACT AMOUNT
THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT AMOUNT:
ORIGINAL TOTAL CONTRACT AMOUNT (incl tax)
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT (through CO # 1)
TOTAL CONTRACT AMOUNT PRIOR TO THIS CHANGE ORDER
NET THIS CHANGE ORDER
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER
$ 204,158.17
$ 2,475.29
$ 206,633.46
$ 3,344.70
$ 209,978.16
CONTRACTOR ACCEPTANCE:
DATE:
The contractor hereby accepts this adjustment under the terms of Section 1-04.4 of the original contract.
RECOMMENDED BY:
APPROVED BY:L
APPROVED BY:
Project Manager
Public Works Director
City Manager
DATE: /0 ' /9•/6j
DATE:
DATE:
/6//' i9/4:
ATTACHMENTS: Plan Sheet 4, revised 10/6/16
Distribution:
ORIGINAL TO: City of Spokane Valley Clerk's Office
COPIES TO: Contractor, PW Project File, Project Inspector, Finance Department
Public Works Department
Capital Improvement Program
11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000 • Fax: 509.688-0261 • cityhall@spokanevalley.org
Change Order Memorandum
Date: October 42016
I�
To: Eric Guth
Through: Steve Worley
From: Craig Aldworth
Re: Change Order 2 — Pines Rd (SR 27) & Mirabeau Parkway Intersection Project, CIP 0238
Budget Account No. 311.000.238.595.30.63.00 Cameron -Reilly Contract 16-092 , . U ;)
This Change Order pays for replacement of a defective advance vehicle detection loop, replacement
of an ungrounded Type 1 junction box with a non -secure lid and associated work in the curbside
southbound lane of Pines Rd.
The total Change order cost is $3,344.70. An additional 1.25 days are granted for the sawcutting,
removing the asphalt pavement, replacing the junction box, placing the loop and repaving.
This project is 80% funded by Transportation Improvement Board with a 20% match is funded by
Spokane Valley Street Preservation Fund 303. There are sufficient funds in the project budget to cover
these costs.
Original Contract amount =
Previous Change Order Cost (incl. tax) =
Change Order 141 Cost (incl. tax) _
Project Cost including Change Order #1
15% of Original Contract amount =
Max Public Works Director Contract authority =
Change Order Cost to date =
Remaining P.W. Director Contract Authority after CO #2
Cc: Finance Department, Clerk's Office
$ 204,15 8.17
$ 2,475.29
$ 3,344.70
$ 209,978.16
$30,623.73
$30,623.73
$5,819.99
$24,803.74
Change Order 2 Specifications Pines & Mirabeau Intersection Project, CIP 0238
8-20.4 Measurement
(******)
Add the following:
"F A - Install Junction Box Type 1" shall be measured per Section 1-09.6 Force Account.
8-20.5 Payment
(******)
Add the following:
"F A - Install Junction Box Type 1" shall be paid by force account procedures per Section 1-09.6. The
reimbursable costs will be for work to peel back and preserve existing sod; disconnect existing
conduit from and remove and dispose an existing Type 1 Junction Box located behind sidewalk near
Pines Rd Station 109+00 Left; install a City furnished Type 1 Junction box; connect existing conduit
to the junction box; backfill around the junction box; and relay the existing sod.
The contractor shall provide the City 48 hours advance notice of when this force account work will be
done, so that the City can schedule inspection.
Spokane
jUalley
Public Works Department
Capital Improvement Program
11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 • cityhall@spokanevalley.org
Change Order Memo
Date: October 14, 2016
By: Craig Aldworth
Re: Change Order 2
Pines Rd (SR27) & Mirabeau Parkway Project, CIP 0238
1. Describe the Change This Change Order pays for replacement of a defective advance
vehicle detection loop, installation of a City furnished Type 1 Junction Box, and associated
work in the curbside southbound lane of Pines Rd.
2. Evolution of the Change
The existing southbound advance loop was installed by a developer in 1999 as part of
the Mirabeau Parkway intersection project. The loop was tested in the spring of 2016 by
WSDOT, and found to be electrically viable, so it was not identified to be replaced in the
project contract documents. It was retested after the project started and found to be
defective. The WSDOT Signal Shop noted the existing Type 1 junction box is not
grounded and requested the existing box be replaced.
3. Payment
Payment will be made under contract bid items and unit bid prices.
The total cost including sales tax is $3,344.70.
4. Time An additional 1.25 day of time was granted to allow for sawcutting, removing the
existing asphalt pavement, placing the loop, replacing the junction box, and repaving.
5. Prior Approval
The Change Order was approved by the acting Public Works Director before work
began.
6. Attachments
CO 2 10/14/16 Revised Plan Sheet 4
Craig Aldworth
From: Craig Aldworth
Sent: Tuesday, October 11, 2016 2:21 PM
To: 'Jim Cameron'
Subject: RE: Pines
Attachments: P&M Draft CO 2 10-6-16.pdf; P&M CO 2 Revised Plan Sh 4 10-6-16.pdf
Jim
Under the contract I see no reason why this work is not covered by the existing unit bid prices.
The replacement of the loop in southbound Pines adjacent to centerline is within the bid quantities and shown on Plan
sheet 4, and identified by Key Note G. "Install 6' x 6' pre -formed detection loop. Sawcut and patch per Detail on Sheet
6". The Bid schedule includes items to pay for the work.
Replacement of the curbside southbound Pines loop is addressed on Plan Sheet 4. Key Note F states "Existing detection
loops to be field tested to determine functionality. Should loops be determined to be functional, the Contractor shall
pull vehicle loop cable per wiring diagram. Should loops not be functioning, Contractor shall install new pre -formed
loops and pull loop cable as required."
Section 1-04.6, Variation in Estimated Quantities states:
"Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance
with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal
quantity, payment will be at the unit Contract price for all Work unless the total accepted quantity of any Contract item,
adjusted to exclude added or deleted amounts included in change orders accepted by both parties, increases or
decreases by more than 25 percent from the original Proposal quantity, and if the total extended bid price for that item
at time of award is equal to or greater than 10 percent of the total contract price at time of award. In that case, payment
for contract work may be adjusted as described herein:"
The attached draft CO 2 will provide additional time and includes two weekends.
Craig
From: Jim Cameron [mailto:jim@ cameron-reilly.com]
Sent: Tuesday, October 11, 2016 7:44 AM
To: Craig Aldworth
Cc: Todd Westby
Subject: Pines
Craig ,
See attached quote from Inland
Here's my rough break down
Friday -
3 operators 4hrs OT 732.00 + 29% = 944.28
1 dump 200+21% 242
1 saw and truck 250 +21% 302.50
1 midi excavator w/ trailer 250 +21% 302.50
Dump fees 80+21% 96.80
1
Saturday
1 operator 6 hours 276.00+21% 356.04
1 water truck 225+21% 272.25
Inland 3260.00 + 11% 3618.60
Total $6134.97
I extra day for Friday, 1 extra day for Saturday.
Let me know if you have any questions
Thanks
Jim Cameron
AMERON-REl1
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Incaporat d.
Seattle, WA 98106-1516
Phone # (206) 935-8000 Web Site www.fogtiteinc.com
Fax# (206) 935-8333 E-mail Fogtite@fogtiteinc.com
Invoice
Date
Invoice #
3/30/2016
2016-03-199
RECEIVED
•
POWER CITY ELECTRIC
Bill To
Ship To
POWER CITY ELECTRICINC
3327 East Olive
PO Box 2507
Spokane, WA 99220-2507
POWER CITY ELECTRIC INC
3327 E Olive
Spokane, WA 99220 •
P.O. Number
`
Ship
Via
Customer Resale No.
Terms
Due Date
48675 zep 2..
3/25/2016
Conway Ppd& Add
A15638915
Net 30
4/29/2016
Description
Ordered
Prev Inv'd
Qty shipping
U/M
Pride Each
Amount
J-11 Type 8 No::i-Skid Complete
with Dual Doors with ground
strap w/TS--Fog-Tite does NOT
warranty Non Skid
J-11 Type 11 Non -Skid Complete
w/gd w/lock w/CS--Fog-Tite does
NOT warranty Non Skid
J-11 Type I Non -Skid Complete
w/gd w/lock w/TS--Fog-Tite does
NOT warranty Non Skid
J--1 e -8 -Base
7
2
2
7
0
7
2
2
7
811.00
434.00
256.00
63.00
5,677.00
868.00
512.00
441.00
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*All invoices paidPASTTF'.RMSwillbesubjecttoa1-1/`2%FinanceChargepermonth.Statementswillbe
sant on the 20th ofthe,m,rith, & Finance Charges will he applied on the Last working day ofthe month.
"No returns will be accepted without PRIOR AUTHORIZATION.
**Beginning January 1, ;1016, Fog Tite Inc. will no longer issue credit for damaged or missing product
unless the Bill of Lading indicates "DAMAGED," "SHORT." or "PENDING INSPECTION."
—A MINIMUM RESTOCKING FEE o:20%may be applied.
—ALL SPECIAL ORDERS & WATER METERS are subject to ahigher Restock Fee.
--Items OVER 6 MONTHS OLD may NOT be returned.
"*A RESELLER PERMIT MUST BE'PROVIDED int -oder for a purchase to be tax exempt, otherwise the
invoice wilt include sales tax. NO CREDITS WILL BE ISSUED AFTER THE FACT.
Subtotal
$7,914.00
Sates Tax (0.0°%°)
$0.00
Total
87,914.00
Payments/Credits $0.00
Balance Due $7,914.00
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NOTES
1. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS. LABOR AND EQUIPMENT TO COV6TRUCTANN INSTALL TO PROPER
WORKING ORGERPLL IMPROVEMENTS PS DETAILED OR CALLED OUT IN THESE PLANS ANO PER NSDOT STANDARD
BRIDGESPECIFICATIOMO CONSTRUCTION SPECIFICATIONS (2018 E13111040.W RE SMALL S6 LPEELEOFOR H.uNCTION eOxES, TERNINAL CA&N EIS.HEADS AND CONTRIXER AS SHOWN ONT. PLANS.
] EXISTING JUNCTION BONES 00 NOT HAVE BONDING ACCESS POINTS. ALL MEMO ANODE/NEM.SHALL BE
PIODIFIFOOR REPLACED TO PROVIDE BONDING ACCESS POINTS PER STD PLANS J.00100160 2-I0]00]
4. INSTALL POLE MOUNTED TE RAVNPL CABINETS ON EACH POLE.
6 CONTRACTOR SHALL CALL AND COORUNATE WTN TED NERNWOL META ORDRES(SON 39031]1) FOR SIGNAL SERVICE
CONNECTION. CONTRACTOR SHALL PAY ANY PPPUCAELE SERVICE FEES ANO CHARGES.
O. NEW VEHICLE SIGNAL MEADS SWILL BE POLYCARBONATE WITH 121 RED 12- YELLOW AND 121 GREEN LED LENSESAND
TUNNEL VISORS.
T. COORDINATE SIGNAL TURN. YMTHWSDOT SIGNAL SHOP AT(50461245555,
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DEMOLITION NOTES
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CONDUIT OR ABANDON IN PLACE ANDCAP ENO INJUNCTION BM
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REMOVE CONNECTING CONCEPT OR ABANDON IN PLACE NIO CPP END IN JUNCTION BOX.
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INSTALL TYPE III SIGNAL STANDARD MIN 2EMAST A1V.10N NEW FOUNDATION. NEW VEHICLE SIGNALS, TEAMINALCPBINET,
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INSTALL EWE III SIGNAL STANDARD WM 45' MAST ARM ON NEW FOUNWTON. VEHICLE SIGNALS, TERMINAL CABINET, MR
DETECRONSYSTE.Mn5T60AM0UNTE061HEET6ON,PWESTiWNCOUNTGONNSIGN.S, EMERGENcnynnn IEPREUMPTON
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0 NDN.FUNCTIONIND LOOP, ABANDON IN PLACE. REMOVE LOOP:EEECTIONCABIE FROM EXISTINGJUNCTION BOX.
0 REMOVE EXISTING TYPE 210'0 REPLACE WI -#M BJUNSI
CTIDN SOX PERSIA PLAN J.00900. STA100e0.OAS A'S LT.
O INSTALL 1-212 CONDUIT RUN FROM NEW TYPE III SIGN. POLE TO NEW TTPE2JUNCT10 NBOX, STA 106.41.44, 41.0'LT.
O ADJUST MOOT VAULT TO MATCH RAMP SLOPE.
O INSTALL TYPE 332061GNAL CABINET ON NEW FOUIOABOH PERSTD PLANA10.I00]. CENTER OF FOUNDATIONAT STA 106.55 74
POLE 60.2 DETAIL
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98 O INSTALL I. Y CONDUIT RUN PROM DESTINE, MOOT PULL 130XUHECRY TO CONTROLLER FOR OBER OPTIC.
0 REMOVE AND REPLACEEXISTING JUNCTION BOX WTN NEWT/PE 2 JUNCTION BOX PER, STAN/544E L 31.46 RT.
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PINES ROAD (STATE ROUTE 27)
PHASE DIAGRAM
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45 46 47 48
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EMERGENCY VEHICLE
PRE-EMPTION ASSIGNMENTS
EVPA=92895
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VENUEALL MEADS SNAIL NAVE ? M LED LENSES ANO BACKPULES 4411-1121YELLOA ELECTIVE TAPE.
ALL MAST ARM VEHICLE HEADS SHALL BE INSTALLED ON TYPE NMOUNTING PER
STD PLAN 2-73.20.01.
ALL SIDE OF POST VEHICLE H=JOS DULL BE INSTALLED OWEN,E'M MOUNTING
PER STOPIPPLWS.10.02.
ALL PEDESTRIAN HEADS SHALL BE 10105 LE.O. LOAM.. DISPLAYS.
ALL PEDESTRIAN HEADS SHALL BE INSTALLED ON DUPE VMOUNTING PER STD
PLAN I7S 1002 V1THTNE EXCEPTION OF HEAD N0.40 WILL USE APED WOW
PER STO PIAN P72.1002..
RORIZ. SCALE
20 10 04020
J J Ami
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