HomeMy WebLinkAboutITEM V-C-2
CITY OF
; ;8- 0--elk AGENDA BILL APPROVAL FORM
- WASHINGTON
Agenda Subject: Date: November 8, 2010
Final Pa Estimate #1 to Contract 10-25
Department: Attachments: Budget Status Sheet, Budget Impact:
Public Works Final Pa Estimate #1 and Ma $ 0
Administrative Recommendation:
City Council approve Final Pay Estimate #1 to Small Works Contract 10-25 in the amount of $61,266.45,
for a total contract price of $64,491.00, with Doolittle Construction, Inc. and accept construction of Project
No. C1017, 2010 Arterial and Collector Crack Seal project.
Background Summary:
This project sealed cracks in the pavement on approximately 6 miles of arterial and collector streets with
rubberized asphalt to help preserve the existing pavement. The attached map shows the specific streets
that were crack sealed as part of this project.
A budget contingency of $13,764 remains in the 105 (Arterial/Collector Pavement Preservation) fund for
2010 for this project and the 2010 Arterial/Collector Street Pavement Preservation Project (Project
CP1012).
W1115-4
04.10.2 C1017
Reviewed by Council & Committees: Reviewed by Departments & Divisions:
❑ Arts Commission COUNCIL COMMITTEES: ❑ Building ❑ M&O
❑ Airport ❑ Finance ❑ Cemetery ❑ Mayor
❑ Hearing Examiner ❑ Municipal Serv. ❑ Finance ❑ Parks
❑ Human Services ❑ Planning & CD ❑ Fire ❑ Planning
❑ Park Board ®Public Works ❑ Legal ❑ Police
❑ Planning Comm. ❑ Other ® Public Works ❑ Human Resources
Action:
Committee Approval: ❑Yes ❑No
Council Approval: ❑Yes ❑No Call for Public Hearing
Referred to Until
Tabled Until
Councilmember: Wagner Staff: Dowd
Meeting Date: November 15, 2010 Item Number: V.C.2
AUBURN *MORE THAN YOU IMAGINED
BUDGET STATUS SHEET
Project No: CP1017 Project Title: 2010 Arterial & Collector Street Crack Seal Project
Project Manager: Seth Wickstrom
0 Initiation/Consultant Agreement
Initiation Dale: August 2. 2010 Q Permission to Advertise Date: November 8, 2010
Solicitation Date: August 12, 2010 Q Contract Award
Award Date: September 7. 2010 Q Change Order Approval
Q contract Final Acceptance
The "Future Years" column indicates the projected amount to be requested in future budgets.
Funds Bud eted Funds Available
Funding Prior Years 2009 2010 2011 Total
105 Fund - Arterial/Collector Pavement Preservation Fund
(Funds budgeted in 2010) 1,SD0,000 1,500,000
105 Fund - Arterial/Collector Pavement Preservation Fund 105,000 105,000
(Carry-Forward from the 2009 budget)
328 Fund - Capital Improvement Fund
(A Portion of the 2010 Traffic Calming Budget For pedestrian crossing improvements 25,000 25,000
at 8th and Pike St NE and 116th Ave SE and SE 304th
Total 0 0 1,630,000 0 1,630,000
Estimated Cost Funds Needed)
Activity Prior Years 2009 2010 2011 Total
C504A- R St SE Utility Improvements 11,750 11,750
(to repair the pavement on M St SE between Auburn Way N and 17th St SE)
CP0907 - 2009 Arterial/Collector Street Pavement Patching
(for pavement patching that was done on A St SE between 3rd St SE and 6th St SE 349,474 349,474
and on West Valley Hwy between 15th St NW and 29th St NW)
CP1017 - 2010 Arterial/Collector Crackseal Project
Design Engineering 2,416 2,416
Construction Contract Bid 63,850 63,850
Line Item Changes 641 641
Construction Engineering 2,500 2,500
Subtotal - 2010 Arterial/Collector Crackseal Project Subtotal 69,407 69,407
CP1002 - 2010 Local Street Pavement Preservation 165,000 165,000
(to repair pavement on 1st St NE between Auburn Way N and Auburn Ave)
CP1012 - 2010 Arterial/Collector Street Pavement Preservation 1,014,605 1,014,605
Total 0 0 1,610,236 0 1,610,236
105 Arterial/Collector Street Budget Status
Prior Years 2009 2010 2011 Total
"105 Funds Budgeted 0 0 (1,605,000) 0 (1,605,000)
105 Funds Needed 0 0 1,591,236 0 1,591,236
-105 Fund Project Contingency 0 0 (13,764) 0 (13,764)
105 Funds Required 0 0 0 0 0
328 Capital Imp rovement Street Budget Status
Prior Years 2009 2010 2011 Total
"328 Funds Budgeted 0 0 (25,000) 0 (25,000)
328 Funds Needed 0 0 19,000 0 19,000
-328 Fund Project Contingency 0 0 6,000) 0 6,000)
328 Funds Required 0 0 0 0 0
( # ) in the Budget Status Sections indicates money the City has available.
Page 1 of 1
CITY OF AUBURN CO. NO. 10-25
CP1017 2010 Artertial & Collector Crack Seal
PAY ESTIMATE #1 & FINAL SCHEDULE A: Street Improvements
PERCENT EST- -
ITEM ESTIMATE TOTAL PERIOD UNIT
T
NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE UNIT COST ' TOTAL COST PERIOD COST QTY
1 Minor Changes 1 01 Eq. Adj. 1000.00 $ - $ - 0%
2 Mobilization 1 1 1 LS 1000.00 $ 1,000.00 $ 1,000.00 100%
3 Traffic Control Supervisor 1 1 1 LS I 500.00 $ 500.00 $ 500.00 1000/.
4 Traffic Control Labor (Min. Bid $34.00 per hour) 200 155.75 155.75 HR 41.00 $ 6,385.75 $ 6,385.75 78%
5 Sequential Arrow Sign 20 7 7 DAY 35.00 $ 245.00 $ 245.00 35%
6 Outside Agency Uniformed Police Flagging Labor 1 0 Eq. Adj. 2500.00 $ - $ - 0%
7 Rubberized Asphalt for Crack Sealing 6 6.77 6.77 TON 8325.00 $ 56,360.25 $ 56,360.25 113%
SCHEDULE TOTAL $ 64,491.00
Nov - 2 2010
a:k
Public `d~ OYks DC;Paiimerd
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Period Dates
Begin: Sept. 27, 2010
End: Oct. 13, 2010
h:\proj\pe\CP1017 PE.xls 1 of 3 10/2812010 at 9:37 AM
CITY OF AUBURN CO. NO. 10-25
CP1017 2010 Artertial & Collector Crack Seal
i
PAY ESTIMATE # 1 & FINAL
CONTRACTOR:
Doolittle Construction, Inc
1900 118th Avenue SE
Bellevue, WA, 98005
Phone: (425)455-1150
Ii
The undersigned has reviewed'and approved this final pay estimate. I agree that it is a true and correct statement
showing all monies due me from the City of Auburn under this contract; that I have carefully examined the final pay estimate
estimate and understand it and that I hereby release the City of Auburn from any and all claims of whatsoever
nature which I may have, arising out of this contract, which are not set forth in this estimate.
PAYMENT DUE TO CONTRACTOR = $ 61,266.45
Signatures:
ContractorO Date
71
Inspector Date
i
Project Manager Date it 111 to
City Engineer Date
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10/28/2010 at 9:37 AM
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VICINITY MAP
PROJECT CP1017 - 2010 ARTERIAL AND COLLECTOR
CRACK SEAL PROJECT
Project Street
MAP1of1
Plotted: 7/27/10 Location: H:\PROACP1017-2010 Arterial & Collector Crack Seal\PWCCoundilnfo\lnlUaW PWC 9-6-09 \MaP.d