HomeMy WebLinkAboutUtilities 2014-05-19 COMPLETE AGENDA PACKETCity of Tukwila
Utilities Committee
• Kate Kruller, Chair
❖ Allan Ekberg
❖ Kathy Hougardy
Distribution:
K. Kruller
A. Ekberg
K. Hougardy
D. Quinn
D. Robertson
Mayor Haggerton
D. Cline
L. Humphrey
B. Giberson
F. Iriarte
R. Tischmak
G. Labanara
AGENDA
MONDAY, MAY 19, 2014 — 5:15 PM
FOSTER CONFERENCE ROOM
(formerly known as CR #1) in the 6300 building
P. Brodin
S. Kerslake
Clerk File Copy
2 Extra
Place pkt pdf on Z: \TC -UC
Agendas
e -mail cover to: A. Le,
C. O'Flaherty, D.
Almberg, B. Saxton,
S. Norris, M. Hart, L.
Humphrey, D. Robertson
Next Scheduled Meeting: Monday, June 2, 2014
15, The City of Tukwila strives to accommodate individuals with disabilities.
Please contact the Public Works Department at 206 - 433 -0179 for assistance.
Item w
I ecom en ed Actin
Page
1.
PRESENTATION(S)
2.
BUSINESS AGENDA
a) Community Connectivity Consortium
a)
Forward to 6/2/14 Regular
Pg. 1
Project Agreement 64
Consent Agenda
b) East Marginal Way S Storm Pipe Replacement
Bid Award
b)
Forward to 5/27/14 C.O.W.
and 6/2/14 Regular
Pg. 15
c) Andover Park East Water Main Replacement
c)
Committee Approval Only
Pg. 23
2016 Public Works Trust Loan Application
d) Tukwila South
d)
Forward to 6/2/14 Regular
Pg. 25
Ordinance Establishing Sewer Connection Fees
Consent Agenda
e) Sewer Comprehensive Plan
e)
Forward to 6/2/14 Regular
Pg. 31
Resolution to Adopt 2013 Sewer Comprehensive Plan
Consent Agenda
3.
ANNOUNCEMENTS
4.
MISCELLANEOUS
Future Agendas:
Next Scheduled Meeting: Monday, June 2, 2014
15, The City of Tukwila strives to accommodate individuals with disabilities.
Please contact the Public Works Department at 206 - 433 -0179 for assistance.
City of Tukwila
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
TO: Mayor Haggerton
Utilities Committee
FROM: Bob Giberson, PW Director
BY: Frank Iriarte, Deputy PW Director
DATE: May 16, 2014
SUBJECT: Community Connectivity Consortium
Project Agreement 64
ISSUE
Approve Community Connectivity Consortium Project Agreement 64.
BACKGROUND
Through Resolution No. 1763 (later amended by Resolution No. 1863), Council
acknowledged the formation of the Community Connectivity Consortium (CCC), approved
its charter, and authorized the Mayor to sign an Interlocal Agreement (ILA). The ILA allowed
the City to formally join the CCC along with other governmental agencies and participate in
future Consortium fiber optic projects.
DISCUSSION
Under the terms of the ILA, all fiber optic projects must have a Project Agreement (PA)
signed by participating parties. The PAs specify the lead agency, participant roles, budget,
route, fiber allocation and ownership, maintenance responsibilities, and other operational
details.
PA 64 has been finalized and is ready for Council's action. Specifically, PA 64 provides for
the design and installation of a 288 - strand count fiber optic cabling system for Consortium
member use and installation of a 72- strand count fiber optic backbone cable for Tukwila's
exclusive use. This project provides a critical gateway to the Sabey Data Center. PA 64's
route is depicted in Exhibit A.
In consideration for use of City conduits and associated infrastructure, Tukwila will be
allocated 12 fibers. The City will also have access to additional fibers held in trust by the
CCC for future use. Additionally, the 72- strand count fiber optic backbone that would be
installed for traffic control and other City requirements will be accomplished at no additional
cost to the City.
FINANCIAL IMPACT
Other than potential maintenance requirements, no additional City funds are required.
RECOMMENDATION
Council is being asked to approve the Community Connectivity Consortium's Project
Agreement 64 and consider this item on the Consent Agenda at the June 2, 2014 Regular
Meeting.
Attachments: Consortium Project Agreement 64
Route Map
W: \PW Eng\ PROJECTS \Communications \Community Connectivity Consortium \Info Memo Project Agreement 64.docx
1
Community Connectivity Consortium
Project Agreement 64
City of Bellevue
450 110th Ave NE
Bellevue, WA 98009
City of Kirkland
123 Fifth Ave
Kirkland, WA 98033
City of Renton
1055 S Grady Way
Renton, WA 98057
City of Tukwila
6200 Southcenter Blvd.
Tukwila, WA 98188
University of Washington
4545 15th Ave NE
Seattle, WA 98105
Provide pathway, conduit and fiber to connect the SW Grady Way and
Interurban Ave South meet me point in the City of Tukwila to Sabey Data
Center Campus in the City of Tukwila.
Addendum to the
Community Connectivity Consortium's
Project Agreement Template Policy
2
Table of Contents
I. Project Description 3
A. Project Number 64 3
B. Project Name Connect the Fun Center and Sabey Data Center Campus 3
C. Project Description 3
D. Lead Agency / Project Manager 3
E. Participating Agencies 3
II. Physical Description of Project 3
A. Project Route (see Exhibit A) 3
B. Points of Demarcation 4
C. Facilities to be Used, Owners and Managers 4
D. Project Specifications and Scope of Work 4
E. Fiber Apportionment 7
F. Fiber Splice Details 8
Attached as Exhibit B of this agreement is the project splice table 8
III. Project Budget 8
A. Construction Budget 8
B. Construction Cost Apportionment 8
C. In -Kind Asset Contributions 8
D. Maintenance Responsibilities and Costs, including Ongoing Maintenance and
Responsibilities for Repairs and Relocations. 9
IV. Apportionment of Liability 10
V. Project Schedule 10
VI Changes or Addenda to Project Agreement Template Policy 10
3
I. Project Description
A. Project Number
64
B. Project Name
Connect the Fun Center and Sabey Data Center Campus.
C. Project Description
Provide a 288 count fiber optic cable for Consortium member use as a segment in the
Consortium's Ring Around the Lake goal and install a 72 strand count fiber optic
backbone cable for the exclusive use of the City of Tukwila from SW Grady
Way /Interurban Ave S north on Interurban to South 133rd Street, west on South 133rd
Street to South120th Place and East Marginal Way and Sabey Data Center as generally
illustrated in Exhibit A (Route Illustration).
D. Lead Agency / Project Manager
City of Bellevue
The Lead Agency is responsible for ensuring that all applicable terms and conditions of
the Project Agreement(s), General Terms and Conditions, exhibits and addenda are
included in the contract agreements with Facility Owners and contractors.
E. Participating Agencies
City of Bellevue
City of Kirkland
City of Renton
City of Tukwila
University of Washington
II. Physical Description of Project
A. Project Route (see Exhibit A)
Segment A: From the City of Tukwila manhole located in the traffic triangle on the
east side of the intersection of Interurban Avenue South and SW Grady Way continue
north in City of Tukwila conduit to 4x4 pull vault at the intersection of Interurban
Avenue South and South 143rd Street.
Segment B: Continuing north on Interurban Avenue South to the intersection of
Interurban Avenue South and South 133rd Street, turning west on South 133rd Street until
the road transitions to East Marginal Way; continue in City of Tukwila conduit to the
City of Tukwila manhole approximately 200 feet south of South 120th Street adjacent to
the Sabey Data Center Campus property, entering Building 2.
Total estimated project length is approximately 25,000 feet.
4
B. Points of Demarcation
Existing City of Tukwila TA -25 on the east side of Interurban Avenue South on the west
side of the traffic island on the east side of the intersection of Interurban Avenue South
and Southwest Grady Way; City of Tukwila manhole east of Building 2, Sabey Data
Center — Intergate West.
C. Facilities to be Used, Owners and Managers
Facilities to be used on this project are the existing underground pathway and conduit
systems owned by the City of Tukwila, along with modifications and additions specified
herein. All upgrades to conduit systems installed on City property and in the City right
of way will be owned and maintained by the City where the modifications are installed.
D. Project Specifications and Scope of Work
This project and all Work performed hereunder shall meet all requirements of the City
of Tukwila Public Works Department Standards, including traffic control plans, street
use permits, waiver of existing underground ordinance, city and county business license
requirements, and any other applicable requirements, as appropriate. All improvements
made in the right of way shall become an asset of the City of Tukwila.
Note: All construction instructions are subject to conditions that may not be known
before proofing /locates are completed. The contractor performing the Work
hereunder is responsible for all project conditions.
Route Preparation
• Work to be done during normal working hours:
Project Route: Obtain the required permits and permissions before proceeding
with the work.
o Using City of Tukwila provided drawings, the City will locate and install the
following three (3) new 4' x 4' vaults, to City of Tukwila Public Works
specifications and standards:
o The first vault /fiber storage location is approximately 700 feet north of the
beginning City of Tukwila TA -25 located at Interurban Ave S and SW Grady
Way, adjacent to the traffic cabinet at SW Grady Way
o The second vault/fiber storage location is approximately 1,500 feet north of
the beginning TA -25, noted above, at SW Grady Way and Interurban Avenue
South.
5
o The third vault shall be located approximately 6,300 feet north of the
beginning TA -25 located at SW Grady Way and Interurban Avenue South, at
140th.
o The fourth vault will be installed as a part of this work and shall be located
approximately 7,500 feet north (at South 140th St.) of the beginning City of
Tukwila TA -25 at SW Grady Way and Interurban Avenue South.
o Project route has not been proofed. The Contractor performing the Work
hereunder shall assume responsibility for proofing all conduit, handholds,
pull boxes and vaults to be used by this project.
Infrastructure Improvements
• Work to be done during normal working hours:
1. Install one new manhole described as manhole number 4 above, placed adjacent to
the city's 4" conduit. Uncover the city conduit and insert two 90 degree sweeps
connected to the existing conduit, into the manhole. All work must be coordinated
with the City of Tukwila, including specific placement of the manhole. The
Contractor will contact Mr. Scott Bates, 206.571.6302, City of Tukwila Public
Works Department, for specific placement instructions before beginning any work.
2. Two manholes located at station 50 on McLeodUSA drawing sheet 21, have been
paved over and will need to be uncovered and raised to road level as per the City of
Tukwila Public Works requirements.
Underground Fiber Placement
• Work to be done during normal working hours:
1. Installation shall conform to generally accepted, industry standards.
2. All fiber optic cable provided for this project shall meet the requirements of long
haul, full spectrum, low water peak fiber including ITU -T G.652.
3. All cabling will be labeled, as noted below, with UASI Project data and emergency
contact information. The Contractor shall attach a weather - resistant, bright orange
label with black machine generated lettering to each cable (288 and 72 strand) at
each access point along the route reading:
288 Strand Cable 72 Strand Cable
Purchased with 2010 UASI Funds
Grant # E14 -118 Fiber Optic Cable
Fiber Optic Cable Contact: City of Tukwila
Contact: City of Bellevue IT 206 - 465 -2062
425.452.2886
6
4. Fusion splices along the route shall be performed such that there are no breaks in the
Consortium strands and that all Consortium strands are continuous between the
identified points of demarcation.
5. Install four one inch, smooth wall, orange /blue innerduct with toneable mule /pull
cord in City of Tukwila owned conduit designated by Mr. Scott Bates, 206.571.6302,
City of Tukwila Public Works Department. There are multiple city owned conduits.
The city will designate the appropriate conduit for use with this project. Four (4) one
(1) inch innerduct will run the entire length of the project.
6. Install a 288 strand count OSP, single mode, full spectrum, loose tube, fiber optic
cable meeting the requirements of ITU G652 and specifically meet ITU G652.D Attributes
for Zero Water Peak full spectrum Optical Cable. The fibers shall support the transmission
of wavelengths for Coarse Wavelength Division Multiplexing (CWDM) as defined in ITU
G694.2. At each vault along the route, leave a 200 foot service loop for future access,
maintenance and future splicing.
7. Install a 72 strand, single mode fiber optic cable, provided by the City of Tukwila, in
separate innerduct along the project route leaving the identical service loops as with
the 288 strand cable using the route specified above.
Fiber Terminations and Splicing
• Work to be done during normal working hours:
Important Note: Confirm all splice details prior to undertaking any work in this
section.
The items below will be detailed in a separate splice document. Where appropriate,
each participating agency has provided the spice details for the fibers assigned in E.
Fiber Apportionment below. Any splice diagrams /tables /details will be consistent
with paragraph E. below and are noted in paragraph F. Fiber Splice Details
below.
1. The TA -25 vault location adjacent at SW Grady Way and Interurban South is the
starting point for this project. Install a water proof, sealed splice case of sufficient
size to accommodate splicing 216 existing fiber optic strands to the newly installed
288 strand fiber optic backbone. Specific splice instructions are noted below. All
splicing shall use the fusion method of splicing and shall be tested from the manhole
meet me point at the Sabey Data Center campus, Tukwila through to the backbone
end point at Coal Creek Parkway and Factoria Boulevard, Bellevue using fiber optic
testing industry standards, acceptable to the Consortium. Label the splice case:
Community Connectivity Consortium
Purchased with 2010 UASI Funds
Grant # E14 -118
Contact: City of Bellevue IT
425.452.2886
Contact must be made 24 hours prior to opening.
7
Label shall be machine generated and water /weather resistant, attached with adhesive
appropriate for the application.
2. At the City of Tukwila vault adjacent to Building 2, Sabey Data Center, splice a 48
strand SM cable into the Consortium's 288 strand backbone, as shown in the project
splice table attached as Exhibit B to this agreement, leaving a service loop of 200
feet of both cables for future splicing. Install an appropriately sized splice case,
labeled as noted above, to accommodate a future 288 strand fiber optic cable run
going north.
3. The 72 strand cable shall be left unterminated in the City's manhole adjacent to
Building 2, Sabey Data Center. This cable will also be left unterminated in the
originating manhole at SW Grady Way and Interurban Avenue South.
4. Test procedures shall follow industry standards, specifically TIA /EIA -455 and shall
be submitted to the Consortium for approval prior to final invoicing. Test results
shall be submitted on DVD. Testing shall be coordinated with the Consortium such
that all splices are tested.
5. Additional splice section requirements may be added to this Agreement by an
addendum after the fiber topology and fiber count and ownership have been fully
negotiated.
E. Fiber Apportionment
One 288 count single -mode fiber optic cable will be installed for Consortium member use.
Fiber allocation will be as follows:
1. Fibers 1 - 12 (12 fibers) will be owned and maintained by the City of Tukwila.
2. Fibers 13 — 72 will be held in trust by the Consortium for future use of Consortium
members which may include: cities, school districts, fire districts, water districts,
hospital districts and others.
3. Fibers 73 - 78 (6 fibers) will be owned and maintained by the City of Bellevue.
4. Fibers 79 - 80 (2 fibers) will be owned and maintained by the City of Renton.
5. Fibers 81 - 108 (28 fibers) will be held in trust by the Consortium for future use of
Consortium members which may include: cities, school districts, fire districts, water
districts, hospital districts and others.
6. Fibers 109 — 120 (12 fibers) will be owned and maintained by the University of
Washington.
7. Fibers 121 —132 (12 Fibers) will be held in trust by the Consortium for future use of
Consortium members which may include: cities, school districts, fire districts, water
districts, hospital districts and others.
8. Fibers 133 —134 (2 Fibers) will be owned and maintained by the City of Kirkland.
9. Fibers 135 — 288 (154 Fibers) will be held in trust by the Consortium for future use of
Consortium members which may include: cities, school districts, fire districts, water
districts, hospital districts and others.
One 72 count single -mode fiber optic cable, provided by the City of Tukwila, will be installed.
1. Fibers 1 - 72 will be owned and maintained by the City of Tukwila.
8
F. Fiber Splice Details
Splice details will be attached as Exhibit B of this agreement at a future date after approval of
the project members.
III. Project Budget
A. Construction Budget
Estimated Construction Budget
Item Description
Quantity
Price
Extended
City of Tukwila, 25,000' 72 strand fiber Cable
$81,250
City of Tukwila, 5 miles conduit
$400,000
72 count Single Mode Fiber Optic Cable (to be supplied by
the City of Tukwila)
25,000 ft.
$ .00
$0
288 count Single Mode Fiber Optic Cable ( +20% slack)
25,000 ft.
$5.00
$125,000
Four 1" inner duct within Tukwila on Interurban Ave S.
100,000 ft.
$0.50
$50,000
One 4'x4' TA -25 vault, installed to city standards
1 each
$20,000
$20,000
Two manhole risers, installed to city standards
2 each
$2,500
$5,000
Consumables, bonds, misc.
1 each
$4,530
Toneable Mule Tape
25,000 ft.
$ 0.75
$18,750
Fiber Installation Labor
25,000 ft.
$ 1.50
$67,500
Flagging Costs
1 each
$10,500
Splicing and Termination Materials and Labor
4
$ 2,500
$10,000
Allowance for unanticipated work
10%
$39,000
Tax
9.5 %
$34,323
Total
$395,613
B. Construction Cost Apportionment
Construction Cost Apportionment Table
Participating Agency
Cost
City of Bellevue (2010 UASI Grant Funding)
$395,613
Total
$395,613
C. In -Kind Asset Contributions
In -Kind Asset Contribution Table
Participating Agency
Cost
City of Bellevue (Project Management)
$65,000
City of Tukwila, 25,000' 72 strand fiber Cable
$81,250
City of Tukwila, 5 miles conduit
$400,000
City of Bellevue, 2010 UASI Grant Funding
$395,613
Total
$941,863
9
D. Maintenance Responsibilities and Costs, including Ongoing
Maintenance and Responsibilities for Repairs and Relocations.
Expected future maintenance of project facilities has been broken down into the categories
below. If a maintenance issue arises that is not listed below, those costs will be proportionately
split based on fiber ownership in each fiber segment by the participating agencies.
Splice Case Access
Access to Consortium splice cases must be preceded by notification to the Consortium, 48 hours
in advance of the opening, at 425.452.2886.
Locates
Each participating agency agrees to perform or pay for all locates required and requested
through Underground Utilities Locate Center (UULC) for the fiber and conduit installed as a
result of this agreement that is on property owned by the affected City, in the City right -of -way
and in the right -of -way in potential annexation areas.
Relocation
The cost of any and all relocations will be borne by the parties to this agreement. Cost shall be
apportioned based on the percent of fiber owned by each Participating Agency.
Repairs /Breaks
The jurisdictions within which fiber optic cables are installed pursuant to this Agreement shall
be responsible for immediate and timely repair of all breaks or outages of the subject fiber. The
Community Connectivity Consortium and /or the City of Tukwila shall contract with a
competent and qualified vendor to provide 7x24x365, four -hour response to any fiber
breaks /outages that happen on the fiber segments subject to this agreement.
The Community Connectivity Consortium and /or the City of Tukwila will determine cost
apportionment of costs of repair using a formula based on the percentage of fiber owned by each
Participating Agency to this agreement. Upon completion of the repair, the Community
Connectivity Consortium and /or the City of Tukwila shall invoice each Participating Agency for
their share of costs.
10
IV. Apportionment of Liability
During construction, the Contractor shall be responsible for the project work and the project
site. In the event that the project work causes or contributes to any harm, damage, injury or loss
to any person or property, whether during construction or after completion of the project, each
party shall be responsible as set forth in Section VI, Indemnification and Limitation of Liability,
of the Consortium Project Agreement Template Policy (adopted Feb. 2, 2012).
Each Participating Agency to this agreement shall ensure that the Participating Agency and all
persons performing the Work, including without limitation project suppliers and subcontractors,
maintain in effect at all times during the Work, coverage or insurance in accordance with the
applicable laws relating to worker's compensation and employer's liability insurance (including,
but not limited to, the Washington Industrial Insurance Act and the laws of the state in which
any such person was hired), regardless of whether such coverage or insurance is mandatory or
merely elective under the law. The Lead Agency or contracting party shall furnish to
Participating Agencies such assurance and evidence of such coverage or insurance (such as
copies of insurance policies and Certificates of Compliance issued by the Washington State
Department of Labor and Industries) as Participating Agencies may request.
Each Participating Agency shall maintain in full force and effect throughout the term of this
Agreement, a minimum of One Million Dollars ($1,000,000) liability insurance for property
damage and bodily injury. In satisfying the insurance requirements set forth in this section, the
participating agency may self - insure against such risks in such amounts as are consistent with
good utility practice or shall obtain a coverage agreement through a Risk Pool authorized by
Chapter 39.24 RCW which shall provide liability coverage to the Participating Agency for the
liabilities contractually assumed by the Participating Agency in this Agreement. At the time of
execution of this Agreement, and prior to commencement of performance of any of the Work,
each Participating Agency shall furnish the other Participating Agencies, upon request, with a
Certificate of Insurance as evidence that policies providing insurance (or self - insurance) with
such provisions, coverage's and limits are in full force and effect.
V. Project Schedule
Task Target Completion Date
Circulate and sign copies of the Project
Agreement
Trench and install conduit and vault
Prep conduit and install fiber and toneable tape
Terminate and splice fibers
May 2014
Summer 2014
Fall 2014
Fall 2014
VI Changes or Addenda to Project Agreement Template Policy
This Agreement shall run concurrent with and be considered an attachment to the Project
Agreement Template Policy document and supersedes the Policy document to the extent it
contains terms and conditions which change, modify, delete, add to, supplement or otherwise
amend the terms and conditions of the Project Agreement Template Policy document.
11
Approvals
IN WITNESS WHEREOF, the parties hereto have executed this Fiber Optic Project Agreement
on the respective dates indicated below.
Approved as to Form:
Denis Law Date City Attorney
Mayor
City of Renton
Approved as to Form:
Jim Haggerton Date City Attorney
Mayor
City of Tukwila
Date
Associate Vice President
UW Information Technology
Approved as to Form:
Kirk Triplett Date City Attorney
City Manager
City of Kirkland
Approved as to Form:
Brad Miyake Date City Attorney
City Manager
City of Bellevue
12
Appendix A
Project Route Map
13
14
City of Tukwila
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
TO: Mayor Haggerton
Utilities Committee
FROM: Bob Giberson, Public Works Director-
By: Ryan Larson, Senior Program Engineer
DATE: May 16, 2014
SUBJECT: East Marginal Way S Storm Pipe Replacement
Project No. 91241206
BID AWARD
ISSUE
Award the bid for construction of the East Marginal Way S Storm Pipe Replacement Project.
BACKGROUND
On November 19, 2012, a large sinkhole was created by a break in a 30 -inch storm water pipe on East Marginal Way South
just south of S 124th St. The pipe conveys flows from the east fork of Riverton Creek, as well as local drainage in the area
near Group Health. The pipe system within the area was investigated and found to be undersized and failing in several
locations requiring a complete replacement.
ANALYSIS
The City's Sensitive Area Ordinance requires that existing piped streams be day lighted where feasible. Day lighting Riverton
Creek within this segment was determined to not be feasible because of the build out nature of the alignment. The Muckleshoot
Tribe has requested that, as part of mitigation for this project, the City commits to completing the Riverton Creek Flap Gate
Removal project within a five -year timeframe (which is an existing CIP project currently programed for construction in 2017).
The East Marginal Way S Storm Pipe Replacement project was advertised for bids on April 29 and May 6, 2014. Five bids were
received and opened on May 13, 2014. The bids were checked and tabulated. James W. Fowler Co. is the apparent low bidder
with a bid of $2,058,782.30. The engineer's estimate was $2,485,995.00. James W. Fowler has successfully constructed other
municipal projects, but has not specifically done work with the City of Tukwila.
The total project amount includes required relocation work on Valley View Sewer and Water District 125 facilities. To reduce the
impacts to the utilities and construction schedule, it is proposed that the City relocate these utilities with reimbursement
expenses paid by the specific utilities through a separate agreement (which will be forthcoming to Council). The bid with
contingency is over budget and the Surface Water's Ending Fund Balance will be utilized to supplement as this important project
has a very limited time schedule due to the fish window associated with Riverton Creek.
BUDGET AND BID SUMMARY (All amounts include sales tax.)
Bid Results Estimate 2014 Budget
Bid Amount $2,058,782.30 $2,485,995.00 $2,000,000.00
Valley View Sewer District 32,214.90
Water District 125 49,187.40
Excess Design Funds 10,000.00
Surface Water Ending Fund Balance 175,000.00
Contingency (10 %) 205,878.23 248,599.50 0.00
Total $2264,660.53 $2,734 594.50 $2,266,402.30
RECOMMENDATION
Council is being asked to award the construction contract for the East Marginal Way S Storm Pipe Replacement project to
James W. Fowler Co. in the amount of $2,058,782.30 and consider this item at the May 27, 2014 Committee of the Whole
Meeting and subsequent June 2, 2014 Regular Meeting.
Attachments: Bid Tabulations
Contract Recommendation Letter
W IPW EngIPROJECTS64- DR Projects\EMWS Emergency Storm Pipe Repair 11 -19 -12 (91241206)1Designpnfo Memo Bid Award.doc
15
16
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
East Marginal Way S Storm Pipe Replacement - Project No. 91241206
Bid Tabulation - DRAFT
IC G
May 13, 2014
J Engineer's Estimate
James W. Fowler Co.
.oad Construction Northwest, In
R.L. Alia Company
Ceccanti
Frank Coluccio Construction Co.
No.
Section
No
Item
Qty
Unit
Unit Cost
Total Cost
Unit Cos '
Total Cost
Unit Cost
Total Cost
Unit Cost
Total. Cos 4
Unit Cost -
Total Cost
Unit Cost
Total Cost
SCHEDULE A- DOWNSTREAM AND INLET IMPROVEMENTS 4
ROADWAY
Al
1 04
Minor Change
1
1
FA
LS
$ 30,000 00
$ 20,000.00
S 30 000.00.
$ 20,000.00
$ 39.000 00.
$ 2,200.00
$ 30,000 00
$ 2,200.00
$ 30. 000.00
$ 3,000.00
$ ._. 39,00090-
$ 3,000.00
$ 39009 0
$ 7000.00
$ 30,000 00
$ 7,000.00
$._30 000.00.
$ 5,000.00
.$ 30,000.90
$ 5,000.00
$ 39,000 90
$ 20,000.00
$ -: 30,000.00
$ 20,000.00
A2
1 -05
Roadway Surveying
A3
1 -07
Resolution of Utility Conflicts
1
FA
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
$ 25,000.00
A4
1 -07
SPCC Plan
1
LS
$ 1,000.00
$ 1,000.00
$ 2,500.00
$ 2,500.00
$ 1,400.00
$ 1,400.00
$ 1,000.00
$ 1,000.00
$ 2,000.00
$ 2,000.00
$ 1,500.00
$ 1,500.00
AS
1 -09
Mobilization
1
LS
$ 100,000.00
$ 100,000.00
$ 100,000.00
$ 100,000.00
$ 84,000.00
$ 84,000.00
$ 150,000.00
$ 150,000.00
$ 100,000.00
$ 100,000.00
$ 100,000.00
$ 100,000.00
A6
1 -10
Project Temporary Traffic Control
1
LS
$ 100,000.00
$ 100,000.00
$ 21,000.00
$ 21,000.00
$75,000.00
$ 75,000.00
$ 50.000.00
$ 50,000.00
$ 30,000.00
$ 30,000.00
$ 65,000.00
$ 65,000.00
A7
2 -01
Clearing and Grubbing
1
LS
$ 6,000.00
$ 6,000.00
$ 5,300.00
$ 5,300.00
$ 1,700.00
$ 1,700.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 10,000.00
$ 10,000.00
A8
2 -02
Pavement Removal Incl. Haul
1,550
SY
$ 25.00
$ 38,750.00
$ 6.50
$ 10,075.00
$ 30.00
$ 46,500.00
$ 7.00
$ 10,850.00
$ 10.00
$ 15,500.00
$ 10.00
$ 15,500.00
AS
2 -02
Cement Conc. Sidewalk Removal Incl. Haul
120
SY
$ 25.00
$ 3,000.00
$ 10.00
$ 1,200.00
$ 10.50
$ 1,260.00
$ 7.00
$ 840.00
$ 10.00
$ 1,200.00
$ 10.00
$ 1,200.00
A10
2 -02
Cement Conc. Curb Removal Incl. Haul
250
LF
$ 10.00
$ 2,500.00
$ 5.00
$ 1,250.00
$ 5.50
$ 1,375.00
$ 3.00
$ 750.00
$ 2.00
$ 500.00
$ 7.50
$ 1,875.00
All
2 -02
Removal of Structure and Obstruction
1
LS
$ 50,000.00
$ 50,000.00
$ 5,500.00
$ 5,500.00
$ 17,700.00
$ 17,700.00
$ 5,00090
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 45,000.00
$ 45,000.00
Al2
4 -04
Crushed Surfacing Top Course
350
TN
$ 25.00
$ 8,750.00
$ 48.00
$ 16,800.00
$ 45.00
$ 15,750.00
$ 20.00
$ 7,000.00
$ 30.00
$ 10,500.00
$ 30.00
$ 10,500.00
A13
5 -04
HMA Cl. 1/2" PG 64 -22
700
TN
$ 125.00
$ 87,500.00
$ 110.00
$ 77,000.00
$ 112.00
$ 78,400.00
S 125.00
$ 87,500.00
$ 110.00
$ 77,000.00
$ 115.00
$ 80,500.00
A14
8 -01
Erosion /Water Pollution Control
1
FA
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
A15
8 -01
Temporary Erosion and Sediment Control Facilities
1
LS
$ 20,000.00
$ 20,000.00
$ 5,700.00
$ 5,700.00
$ 18,500.00
$ 18,500.00
$ 5,000.00
$ 5,000.00
$ 2,500.00
$ 2,500.00
$ 50,00090
$ 50,000.00
A 6
8 -04
Cement Conc. Traffic Curb and Gutter
200
LF
$ 25.00
$ 5,000.00
$ 24.00
$ 4,800.00
$ 22.00
$ 4,400.00
$ 20.00
$ 4,000.00
$ 24.00
$ 4,800.00
$ 22.00
$ 4;400.00
SIDEWALK
A17
8 -04
Extruded Curb, Type 6
30
LF
$ 10.00
$ 300.00
$ 5.00
$ 150.00
$ 26.00
$ 780.00
$ 20.00
$ 600.00
$ 20.00
$ 600.00
$ 25.00
$ 750.00
A 8
8 -06
Cement Conc. Driveway Entrance Type 1
100
SY
$ 50.00
$ 5,00090
$ 53.00
$ 5,300.00
$ 42.00
$ 4,200.00
$ 50.00
$ 5,000.00
$ 4090
$ 4,000.00
$ 55.00
$ 5,500.00
Al
8 -14
Cement Conc. Sidewalk
40
SY
$ 35.00
$ 1,400.00
$ 43.00
$ 1,720.00
$ 42.00
$ 1,680.00
$ 40.00
$ 1,600.00
$ 24.00
$ 960.00
$ 45.00
$ 1,800.00
STORM DRAINAGE
70.00
$ 84,000.00
$ 55.00
$ 66,000.00
$ 55.00
$ 66,000.00
$ 5.50
$ 6,600.00
$ 50.00
$ 60,000.00
$ 38.00
$ 45,600.00
A20
2 -05
Excavation, Handling, and Disposal of Petroleum Impacted Soil - LOW
1,200
TN $
A21
2 -05
Excavation, Handling, and Disposal of Petroleum Impacted Soil - HIGH
500
TN $
110.00
$ 55,000.00
$ 55.00
$ 27,500.00
$ 55.00
$ 27 500.00
$ 5.50
$ 2,750.00
$ 50.00
$ 25,000.00
$ 70.00
$ 35,000.00
A22
2 -05
Excavation, Handling, and Disposal of Cement Kiln Dust - Subtitle "D"
300
TN $
130.00
$ 39,000.00
$ 55.00
$ 16,500.00
$ 55.00
$ 16,500.00
$ 5.50
$ 1,650.00
$ 80.00
$ 24,000.00
$ 55.00
$ 16,500.00
A23
2 -08
Dewatering
1
LS
$ 150,000.00
$ 150,000.00
$ 86,000.00
$ 86,000.00
$ 87,000.00
$ 87,000.00
$ 70,000.00
$ 70,000.00
$ 65,000.00
$ 65,000.00
$ 170,000.00
$ 170,000.00
A24
2 -08
Contaminated Groundwater Treatment
1
FA $
20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
A25
2 -08
Abandon Monitoring Well
2
EA $
1,500.00 $
3,000.00
$ 1,300.00
$ 2,600.00 $
1,600.00
$ 3,200.00
$ 500.00 $
1,000.00
$ 1,250.00
$ 2,500.00
$ 3,500.00
$ 7,000.00
A26
2 -12
Construction Geotextile for Separation
1,900
SY $
10.00 $
19,000.00
$ 1.00
$ 1,900.00 $
225
$ 4,275.00
$ 6.00 $
11,400.00
$ 2.00
$ 3,800.00
$ 3.00
$ 5,700.00
A27
7 -02
Beveled End Sect. with Debris Barrier 42 In. Diam.
1
LS $
10,000.00 $
10,000.00
$ 6,000.00
$ 6,000.00 $
3,000.00
$ 3,000.00
$ 3,000.00 $
3,000.00
$ 2,000.00
$ 2,000.00
$ 15,000.00
$ 15,000.00
A28
7 -04
CPEP Storm Sewer Pipe 12 In. Diam.
160
LF $
60.00 $
9,600.00
$ 115.00
$ 18,400.00 $
74.25
$ 11,880.00
$ 140.00 $
22,400.00
$ 150.00
$ 24,000.00
$ 65.00
$ 10,400.00
A29
7 -04
CPEP Storm Sewer Pipe 30 In. Diem.
15
LF $
140.00 $
2,100.00
$ 215.00
$ 3,225.00
$ 219.00
$ 3,285.00
$ 300.00 $
4,500.00
$ 300.00
$ 4,500.00
$ 130.00
$ 1,950.00
A30
7 -04
CPEP Storm Sewer Pipe 42 In. Diam.
980
LF $
180.00 $
176,400.00
$ 235.00
$ 230,300.00
$ 245.00
$ 240,100.00
$ 521.00 $
510,580.00
$ 475.00
$ 465,500.00
$ 195.00
$ 191,100.00
A31
7 -04
Class III Reinf. Conc. Storm Sewer Pipe 42 In. Diam.
30
LF $
300.00 $
9,000.00
$ 280.00
$ 8,400.00
S 300.00
$ 9,000.00
$ 500.00 $
15,000.00
$ 500.00
$ 15,000.00
$ 275.00
$ 8,250.00
A32
7 -04
Ductile Iron Storm Sewer Pipe 42 In. Diam.
20
LF $
400.00 $
8,000.00
$ 420.00
$ 8,400.00
$ 470.00
$ 9,400.00
$ 500.00 $
10,000.00
$ 500.00
$ 10,000.00
$ 425.00
$ 8,500.00
A33
7 -04
Remove /Abandon Existing Storm Sewer Pipe
450
LF $
20.00 $
9,000.00
$ 50.00
$ 22,500.00
$ 45.00
$ 20,250.00
$ 10.00 $
4,500.00
$ 16.00
$ 7,200.00
$ 20.00
$ 9,000.00
A34
7 -05
Connection to Drainage Pipe
12
EA $
1,000.00 $
12,000.00
$ 600.00
$ 7,200.00
$ 3,500.00
$ 42,000.00
$ 500.00 $
6,000.00
$ 2,500.00
$ 30,000.00
$ 5,500.00 $
66,000.00
A35
7 -05
Concrete Inlet
1
EA $
1,079.00 $
1,079.00
$ 1,300.00
$ 1,300.00
$ 1,000.00
$ 1,000.00
$ 700.00 $
700.00
$ 1,000.00
$ 1,000.00
$ 1,250.00 $
1,250.00
A36
7 -05
Catch Basin Type 2 84 In. Diam.
2
EA $
8,000.00 $
16,000.00
$ 8,300.00
$ 16,600.00
$ 14,000.00 $
28,000.00
$ 9,000.00 $
18,000.00
$ 14,000.00
$ 28;000.00
$ 7,500.00 $
15,000.00
A37
7 -05
Manhole 48 In. Diam. Type 3
3
EA $
4,000.00 $
12,000.00
$ 3,800.00
$ 11,400.00
$ 4,800.00 $
14,400.00
$ 3,000.00 $
9,000.00
$ 5,000.00
$ 15,000.00
$ 3,200.00 $
9,600.00
A38
7 -05
Manhole 60 In. Diam. Type 3
1
EA $
5,500.00 $
5,500.00
$ 5,100.00
$ 5,100.00
$ 6,500.00 $
6,500.00
$ 4,000.00 $
4,000.00
$ 7,000.00 5
7,000.00
$ 5,500.00 $
5,500.00
A39
7 -05
Manhole 72 In. Diam. Type 3
4
EA $
7,000.00 $
28,000.00
$ 10,000.00
$ 40,000.00
$ 10,300.00 $
41,200.00
$ 5,000.00 $
20,000.00
$ 10,000.00
$ 40,000.00 $
7,500.00 $
30,000.00
A40
7 -05
Manhole 84 In. Diam. Type 3
4
EA $
8,000.00 $
32,000.00
$ 11,000.00
$ 44,000.00
$ 13,300.00 $
53,200.00
$ 10,000.00 $
40,000.00
$ 14,000.00 $
56,000.00
$ 12,500.00 $
50,000.00
A41
7 -05
Abandon Existing Manhole
1
EA $
1,500.00 $
1,500.00
$ 1,950.00
$ 1,950.00
$ 1,400.00 $
1,400.00 $
100.00 $
100.00
$ 500.00 $
500.00 $
5,000.00 $
5,000.00
A42
7 -05
Storm Drain Marker
8
EA $
50.00 $
400.00
$ 80.00
$ 640.00
$ 45.00 $
360.00 $
20.00 $
160.00
$ 50.00 $
400.00 $
65.00 $
520.00
A43
7 -06
Pothole Existing Utilities
10
EA $
700.00 $
7,000.00
$ 710.00
$ 7,100.00
$ 800.00 $
8,000.00 $
500.00 $
5,000.00
$ 500.00 $
5,000.00 $
1,000.00 $
10,000.00
A44
7 -08
Bedrock Excavation Incl. Haul
50
CY $
200.00 $
10,000.00
$ 80.00
$ 4,000.00
$ 115.00 $
5,750.00 $
50.00 $
2,500.00
$ 80.00 $
4,000.00 $
100.00 $
5,000.00
A45
7 -08
Shoring or Extra Excavation Class B
31,000
SF $
1.00 $
31,000.00
$ 0.35
$ 10,850.00 $
0.50 $
15,500.00 $
1.00 $
31,000.00
$ 0.10 $
3,100.00 $
0.50 $
15,500.00
A46
7 -08
Gravel Backfill for Foundations
400
CY
$ 25.00 $
10,000.00
$ 85.00
$ 34,000.00 $
42.00 $
16,800.00 $
30.00 $
12,000.00
$ 24.00 $
9,600.00 $
35.00 $
14,000.00
A47
7 -08
Select Trench Backfill
3,200
TN
$ 25.00 $
80,000.00 $
20.00
$ 64,000.00 $
14.75 $
47,200.00 $
25.00 $
80,00090
$ 24.00 $
76,800.00 $
20.00 $
64,000.00
A48
7 -20
Temporary Stormwater Bypass System
1
LS
$ 15,000.00 $
15,000.00
$ 6,500.00
$ 6,500.00
$ 19,200.00 $
19,200.00 $
5,000.00 $
5,000.00
$ 20,000.00 $
20,000.00 $
12,000.00 $
12,000.00
A49
8 -15
Hand Placed Rip Rap
25
TN
$ 125.00 $
3,125.00
$ 120.00
$ 3,000.00 $
65.00 $
1,625.00 $
50.00 $
1,250.00
$ 40.00 $
1,000.00 $
105.00 $
2,625.00
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
East Marginal Way S Storm Pipe Replacement - Project No. 91241206
Bid Tabulation - DRAFT
May 3, 2014
Engineers Estimate
James W Fowler Co.
,oad Construction Northwest, In
R.L. Alia Company
Ceccanti
Frank Coluccio Construction Co.
No.
Section
No.
Item
Qty
Unit
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost c
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
A50
8 -15
Quarry Spats
25
TN
$ 10000
$ 250000
$ 45.00
$ 1,125.00
$ 65.00
$... 1,625.00
$ 50.00
$ 1,250.00
$ 40.00
$ 1,000.00
$ 65.00
$ 1,625.00
TRAFFIC SIGNALS
A51 8 -20 Traffic Signal Modifications at E Marginal Way S & S 124th Street 1 I LS $ 9,200.00 $ 9,200.00 $ 7,700 00 I $ 7 700.00 11 $ 40,000 00 $ 40,000 00 $ 10 000.00 $ 10,000.00
$ 10,000.00 I $ 10,00a00 $ 25,000 00 I $ 25 000.00
TRAFFIC CONTROL DEVICES
A52
8 -09
Raised Pavement Marker Type 1
11
HUND
$ 250.00
$ 2,750.00
$ 320.00
$ 3,520.00
$ 300.00
$ 3,300.00
$ 275.00
$ 3,025.00
$ 300 00
$ 3,300.00
$ 295.00
$ 3,245.00
A53
8 -09
Raised Pavement Marker Type 2
1
HUND
$ 350.00
$ 350.00
$ 425.00
$ 425.00
$ 625.00
$ 625.00
$ 400.00
$ 400.00
$ 400.00
$ 400.00
$ 425.00
$ 425.00
A54
8 -21
Permanent Signing
1
LS
$ 1,500.00
$ 1,500.00
$ 5,300.00
$ 5,300.00
$ 1,500.00
$ 1,500.00
$ 5,000.00
$ 5,000.00
$ 4,000.00
$ 4,000.00
$ 5,000.00
$ 5,000.00
A55
8 -22
Plastic Traffic Arrow
6
EA
$ 150.00
$ 900.00
$ 200.00
$ 1,200.00
$ 150.00
$ 900.00
$ 100.00
$ 600.00
$ 100.00
$ 600.00
$ 105.00
$ 630.00
A56
8 -22
Plastic Bicycle Lane Symbol
2
EA
$ 150.00
$ 300.00
$ 160.00
$ 320.00
$ 150.00
$ 300.00
$ 150.00
$ 300.00
$ 150.00
$ 300.00
$ 175.00
$ 350.00
A57
8 -22
Plastic Wide Lane Line
150
LF
$ 2.00
$ 300.00
$ 4.00
$ 600.00
$ 2.00
$ 300.00
$ 2.50
$ 375.00
$ 2.00
$ 300.00
$ 2.50
$ 375.00
ROADSIDE DEVELOPMENT
A58
8 -01
Topsoil /Fine Compost
15
CY
$ 45.00
$ 675.00
$ 65.00
$ 975.00
$ 55.00
$ 825.00
$ 30.00
$ 450 00
$ 40.00
$ 600.00
$ 50.00
$ 750.00
A59
8 -01
Bark or Wood Chip Mulch
15
CY
$ 45.00
$ 675.00
$ 44.00
$ 660.00
$ 55.00
$ 825.00
$ 30.00
$ 450.00
$ 40.00
$ 600.00
$ 50.00
$ 750.00
A60
8 -01
Hydroseed
60
SY
$ 4.00
$ 240.00
$ 11.00
$ 660.00
$ 7.00
$ 420.00
$ 10.00
$ 600.00
$ 2.00
$ 120.00
$ 20.00
$ 1,200.00
A61
8 -01
High Visibility Fence
700
LF
$ 4.00
$ 2,800.00
$ 4.00
$ 2,800.00
$ 3.00
$ 2,100.00
$ 5.00
$ 3,500.00
$ 2.00
$ 1,400.00
$ 3.00
$ 2,100.00
A62
8 -02
Property Restoration
1
FA
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
A63
8 -12
Chain Link Fence Type 3
210
LF
$ 80.00
$ 16,800.00
$ 45.00
$ 9,450.00
$ 40.00
$ 8,400.00
$ 40.00
$ 8,400.00
$ 35.00
$ 7,350.00
$ 45.00
$ 9,450.00
A64
8 -12
Double 14 Ft. Chain Link Gate
1
EA
$ 800.00
$ 800.00
$ 1,100.00
$ 1,100.00
$ 1,200.00
$ 1,200.00
$ 1,500.00
$ 1,500.00
$ 1,200.00
$ 1,200.00
$ 1,250.00
$ 1,250.00
A65
8 -12
Sing!, 6 Ft. Chain Liu'. -7 ^`..
1
EA
$ 500.00
$ 500.00
$ 450.00
$ 450.00
$ 1,375.00
$ 1,375.00
$ 1,500.00
$ 1,500.00
$ 500.00
$ 500.00
$ 550.00
$ 550.00
FRANCHISE UTILITY ITEMS
A66 8-19 ITempo ary Utility Pole Support 2 EA $ 3,000 00
$ 6,000.00
$ 5,300.00
$ 10,600.00
$ 4,000.00
$ 8,000.00
$ 1,000.00
$ 2,000.00
$ 800.00
$ 1,600.00
$ 2,200.00
$ 4,400.00
ESTIMATED CONSTRUCTION COST SUBTOTAL (SCHEDULE A)
$ 1,429,194.00
$ 1,157,745.00
$ 1,325,865,00
$ 1,373,580.00
$ 1,398,730:00
$ 1 395,62000
SCHEDULE B - UPSTREAM IMPROVEMENTS
ROADWAY
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
B1
1 -04
Minor Change
1
FA
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
B2
1 -05
Roadway Surveying
1
LS
$ 5,000.00
$ 5,000.00
$ 2,000.00
$ 2,000.00
$ 2,100.00
$ 2,100.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 20,000.00
$ 20,000.00
B3
1 -07
Resolution of Utility Conflicts
1
FA
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
B4
1 -09
Mobilization
1
LS
$ 40,000.00
$ 40,000.00
$ 64,000.00
$ 64,000.00
$ 36,800.00
$ 36,800.00
$ 20,000.00
$ 20,000.00
$ 60,000.00
$ 60,000.00
$ 40,000.00
$ 40,000.00
B5
1 -10
Project Temporary Traffic Control
1
LS
$ 65,000.00
$ 65,000.00
$ 10,000.00
$ 10,000.00
$ 18,700.00
$ 18,700.00
$ 20,000.00
$ 20,000.00
$ 30,000.00
$ 30,000.00
$ 35,000.00
$ 35,000.00
66
2 -01
Clearing and Grubbing
1
LS
$ 8,000.00
$ 8,000.00
$ 5,500.00
$ 5,500.00
$ 1,250.00
$ 1,250.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 7,500.00
$ 7,500.00
B7
2 -02
Pavement Removal Incl. Haul
450
SY
$ 25.00
$ 11,250.00
$ 6.50
$ 2,925.00
$ 35.00
$ 15,750.00
$ 7.00
$ 3,150.00
$ 10.00
$ 4,500.00
$ 10.00
$ 4,500.00
B8
2 -02
Cement Conc. Sidewalk Removal Incl. Haul
360
SY
$ 25.00
$ 9,000.00
$ 10.00
$ 3,600.00
$ 10.50
$ 3,780.00
$ 7.00
$ 2,520.00
$ 10.00
$ 3,600.00
$ 10.00
$ 3,600.00
B9
2 -02
Cement Conc. Curb Removal Incl. Haul
620
LF
$ 10.00
$ 6,200.00
$ 5.00
$ 3,100.00
$ 5.50
$ 3,410.00
$ 3.00
$ 1,860.00
$ 2.00
$ 1,240.00
$ 7.50
$ 4,650.00
B10
2 -02
Removal of Structure and Obstruction
1
LS
$ 25,000.00
$ 25,000.00
$ 5,500.00
$ 5,500.00
$ 12,000.00
$ 12,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 35,000.00
$ 35,000.00
B11
4 -04
Crushed Surfacing Top Course
200
TN
$ 25.00
$ 5,000.00
$ 50.00
$ 10,000.00
$ 45.00
$ 9,000.00
$ 20.00
$ 4,000.00
$ 30.00
$ 6,000.00
$ 30.00
$ 6,000.00
B12
5 -04
HMA Cl. 1/2" PG 64 -22
270
TN
$ 125.00
$ 33,750.00
$ 110.00
$ 29,700.00
$ 112.00
$ 30,240.00
$ 125.00
$ 33,750.00
$ 110.00
$ 29,700.00
$ 115.00
$ 31,050.00
B13
8 -01
Erosion /Water Pollution Control
1
FA
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
$ 5,000.00
B14
8 -01
Temporary Erosion and Sediment Control Facilities
1
LS
$ 10,000.00
$ 10,000.00
$ 6,000.00
$ 6,000.00
$ 9,500.00
$ 9,500.00
$ 4,000.00
$ 4,000.00
$ 2,500.00
$ 2,500.00
$ 38,500.00
$ 38,500.00
B15
8 -04
Cement Conc. Traffic Curb and Gutter
620
LF
$ 25.00
$ 15,500.00
$ 24.00
$ 14,880.00
$ 22.00
$ 13,640.00
$ 20.00
$ 12,400.00
$ 24.00
$ 14,880.00
$ 22.00
$ 13,640.00
SIDEWALK
016
8 -04
Cement Conc. Pedestrian Curb
40
LF
$ 20.00
$ 800.00
$ 20 00
$ 800.00
$ 35.00
$ 1,400.00
$ 20.00
$ 800.00
$ 24.00
$ 960.00
$ 22.00
$ 880.00
B17
8 -04
Extruded Curb, Type 6
30
LF
$ 10.00
$ 300.00
$ 5.00
$ 150.00
$ 25.00
$ 750.00
$ 20.00
$ 600.00
$ 20.00
$ 600.00
$ 25.00
$ 750.00
B18
8 -06
Cement Conc. Driveway Entrance Type 1
500
SY
$ 50.00
$ 25,000.00
$ 43.00
$ 21,500.00
$ 42.00
$ 21,000.00
$ 40.00
$ 20,000.00
$ 40.00
$ 20,000.00
$ 55.00
$ 27,500.00
B19
8 -14
Cement Conc. Sidewalk
2,500
SY
$ 35.00
$ 87,500.00
$ 30.00
$ 75,000.00
$ 28.00
$ 70,000.00
$ 30.00
$ 75,000.00
$ 24.00
$ 60,000.00
$ 30.00
$ 75,000 00
620
8 -14
Cement Conc. Curb Ramp Type Parallel A
2
EA
$ 2,000,00
$ 4,000.00
$ 1,600.00
$ 3,200.00
$ 1,150.00
$ 2,300.00
$ 1,500.00
$ 3,000.00
$ 2,200.00
$ 4400.00
$ 1,500.00
$ 3,000.00
EC,
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
East Marginal Way S Storm Pipe Replacement - Project No. 91241206
Bid Tabulation - DRAFT
KPG
May 13, 2014
I Engineer's Estimate
James W. Fowler Co.
,oad Construction Northwest, In
R.L. Alia Company
Ceccanti
Frank Coluccio Construction Co.
No.
Section
No.
Item
Qty
Unit
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
STORM DRAINAGE
B21
2 -05
Excavation, Handling, and Disposal of Petroleum Impacted Soil - LOW
100
TN
$ 70.00
$ 7,000.00
5 55.00
$ 5,500.00
$ 55.00
$ 5 500 00
$ 5.50
$ 550.00
$ 50.00
$ 5,000.00
$ 38.00
$ 3,800.00
B22
2 -05
Excavation Handling, and Disposal of Petroleum Impacted Soil - HIGH
100
TN
$ 110.00
$ 11,000.00
$ 55.00
$ 5,500.00
$ 55.00
$ 5,500.00
$ 5.50
$ 550.00
$ 50.00
$ 5,000.00
$ 70.00
$ 7,000.00
B23
2 -05
Excavation, Handling, and Disposal of Cement Kiln Dust - Subtitle "D"
850
TN
$ 130.00
$ 110,500.00
$ 55.00
$ 46,750.00
$ 55.00
$ 46,750.00
$ 5.50
$ 4,675.00
$ 80.00
$ 68,000.00
$ 55.00
$ 46,750.00
B24
2 -08
Dewatering
1
LS
$ 65,000.00
$ 65,000.00
$ 65,000.00
$ 65,000.00
$ 30,400.00
$ 30,400.00
$ 30,000.00
$ 30,000.00
$ 50,000.00
$ 50,000.00
$ 65,000.00
$ 65,000.00
625
2 -08
Contaminated Groundwater Treatment
1
FA
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
$ 20,000.00
B26
2 -12
Construction Geotextile for Separation
1,000
SY
$ 10.00
$ 10,000.00
$ 1.00
$ 1,000.00
$ 225
$ 2,250.00
$ 6.00
$ 6,000.00
$ 2.00
$ 2,000.00
$ 3.00
$ 3,000.00
B27
7 -04
CPEP Storm Sewer Pipe 12 In. Diam.
20
LF
$ 60.00
$ 1,200.00
$ 115.00
$ 2,300.00
$ 75.00
$ 1,500.00
$ 140.00
$ 2,800.00
$ 150.00
$ 3,000.00
$ 65.00
$ 1,300.00
B28
7 -04
CPEP Storm Sewer Pipe 30 In. Diam.
20
LF
$ 140.00
$ 2,800.00
$ 215.00
$ 4,300.00
$ 219.00
$ 4,380.00
$ 240.00
$ 4,800.00
$ 300.00
$ 6,000.00
$ 130.00
$ 2,600.00
B29
7 -04
CPEP Storm Sewer Pipe 42 In. Diam.
580
LF
$ 180.00
$ 104,400.00
$ 235.00
$ 136,300.00
$ 248.00
$ 143,840.00
$ 521.00
$ 302,180.00
$ 475.00
$ 275,500.00
$ 195.00
$ 113,100.00
B30
7 -04
Remove /Abandon Existing Storm Sewer Pipe
750
LF
$ 20.00
$ 15,000.00
$ 50.00
$ 37,500.00
$ 23.00
$ 17,250.00
$ 10.00
$ 7,500.00
$ 16.00
$ 12,000.00
$ 20.00
$ 15,000.00
B31
7 -05
Connection to Drainage Structure
1
EA
$ 1,200.00
$ 1,200.00
$ 600.00
$ 600.00
$ 1,100.00
$ 1,100.00
$ 1,000.00
$ 1,000.00
$ 1,000.00
$ 1,000.00
$ 1,500.00
$ 1,500.00
B32
7 -05
Connection to Drainage Pipe
4
EA
$ 1,000.00
$ 4,000.00
$ 600.00
$ 2,400.00
$ 900.00
$ 3,600.00
$ 500.00
$ 2,000.00
$ 2,500.00
$ 10,000.00
$ 7,500.00
$ 30,000.00
B33
7 -05
Catch Basin Type 1
1
EA
$ 1,200.00
$ 1,200.00
$ 1,300.00
$ 1,300.00
$ 1,900.00
$ 1,900.00
$ 1,000.00
$ 1,000.00
$ 1,000.00
$ 1,000.00
$ 1,400.00
$ 1,400.00
B34
7 -05
Manhole 54 In. Diam. Type 3
1
EA
$ 5,500.00
$ 5,500.00
$ 5,800.00
$ 5,800.00
$ 6,200.00
$ 6,200.00
$ 3,500.00
$ 3,500.00
$ 6,000.00
$ 6,000.00
$ 5,500.00
$ 5,500.00
B35
7 -05
Manhole 72 In. Diam. Type 3
1
EA
$ 7,000.00
$ 7,000.00
$ 9,100.00
$ 9,100.00
$ 10,300.00
$ 10,300.00
$ 5,000.00
$ 5,000.00
$ 10,000.00
$ 10,000.00
$ 7,500.00
$ 7,500.00
B36
7 -05
Manhole 84 In. Diam. Type 3
4
EA
$ 8,000.00
$ 32,000.00
$ 11,000.00
$ 44,000.00
$ 13,000.00
$ 52,000.00
$ 10,000.00
$ 40,000.00
$ 14,000.00
$ 56,000.00
$ 12,500.00
$ 50,000.00
B37
7 -05
Abandon Existing Manhole
1
EA
$ 1,500.00
$ 1,500.00
$ 2,000.00
$ 2,000.00
$ 500.00
$ 500.00
$ 100.00
$ 100.00
$ 500.00
$ 500.00
$ 4,500.00
$ 4,500.00
B38
7 -05
Storm Drain Marker
6
EA
$ 50.00
$ 300.00
$ 80.00
$ 480.00
$ 45.00
$ 270.00
$ 20.00
$ 120.00
$ 50.00
$ 300.00
$ 65.00
$ 390.00
B39
7 -06
Pothole Existing Utilities
5
EA
$ 700.00
$ 3,500.00
$ 710.00
$ 3,550.00
$ 800.00
$ 4,000.00
$ 500.00
$ 2,500.00
$ 500.00
$ 2,500.00
$ 1,250.00
$ 6,250.00
B40
7 -08
Shoring or Extra Excavation Class B
17,500
SF
$ 1.00
$ 17,500.00
$ 0.75
$ 13,125.00
$ 0.50
$ 8,750.00
$ 1.00
$ 17,500.00
$ 0.10
$ 1,750.00
$ 0.50
$ 8,750.00
641
7 -08
Gravel Backfill for Foundations
250
CY
$ 25.00
$ 6,250.00
$ 85.00
$ 21,250,00
$ 43.00
$ 10,750.00
$ 30.00
$ 7,500.00
$ 24.00
$ 6,000.00
$ 20.00
$ 5,000.00
B42
7 -08
Select Trench Backfill
1,950
TN
$ 25.00
$ 48,750.00
$ 19.00
$ 37,050.00
$ 14.75
$ 28,762.50
$ 25.00
$ 48,750.00
$ 24.00
$ 46,800.00
$ 20.00
$ 39,000.00
B43
7 -20
Temporary Stormwater Bypass System
1
LS
$ 10,000 00
$ 10000 00
$ 7,000.00
$ 7,000.00
$ 13,000.00
$ 13 000.00
$ 5,000.00
$ 5,000.00
$ 20,000.00
$ 20,000.00
$ 12,500.00
$ 12 500.00
TRAFFIC CONTROL DEVICES
B44
8 -09
Raised Pavement Marker Type 1
2
HUND
$ 250.00
$ 500.00
$ 325.00
$ 650.00
$ 300 00
$ 600.00
$ 275.00
$ 550.00
$ 300.00
$ 600.00
$ 295.00
$ 590.00
B45
8 -09
Raised Pavement Marker Type 2
1
HUND
$ 350.00
$ 350.00
$ 425.00
$ 425.00
$ 625.00
$ 625.00
$ 400.00
$ 400.00
$ 400.00
$ 400.00
$ 425.00
$ 425.00
B46
8 -21
Permanent Signing
1
LS
$ 1,200.00
$ 1,200.00
$ 5,300.00
$ 5,300.00
$ 1,500.00
$ 1,500.00
$ 2,000.00
$ 2,000.00
$ 4,000.00
$ 4,000.00
$ 5,000.00
$ 5,000.00
B47
8 -22
Plastic Traffic Arrow
6
EA
$ 150.00
$ 900.00
$ 200.00
$ 1,200.00
$ 150.00
$ 900.00
$ 100.00
$ 600.00
$ 100.00
$ 600.00
$ 105.00
$ 630.00
B48
8 -22
Plastic Stop And Crosswalk Line
130
LF
$ 10.00
$ 1,300 00
$ 7.50
$ 975.00
$ 6.00
$ 780.00
$ 4.00
$ 520.00
$ 4.00
$ 520.00
$ 5.00
$ 650.00
849
8 -22
Plastic Bicycle Lane Symbol
2
EA
$ 150.00
$ 300.00
$ 160.00
$ 320.00
$ 150.00
$ 300.00
$ 150.00
$ 300.00
$ 150.00
$ 300.00
$ 185.00
$ 370.00
B50
8 -22
Plastic Wide Lane Line
600
LF
$ 2.00
$ 1,200.00
$ 4.00
$ 2,400.00
$ 2.00
$ 1,200.00
$ 2.50
$ 1,500.00
$ 2.00
$ 1,200.00
$ 2.50
$ 1,500.00
ROADSIDE
DEVELOPMENT
B51
8 -01
Topsoil /Fine Compost
30
CY
$ 45.00
$ 1,350.00
$ 65.00
$ 1,950.00
$ 55.00
$ 1,650.00
$ 30.00
$ 900.00
$ 40 00
$ 1,200.00
$ 50.00
$ 1,500.00
B52
8 -01
Bark or Wood Chip Mulch
40
CY
$ 45.00
$ 1,800.00
$ 44.00
$ 1,760.00
$ 55.00
$ 2,200.00
$ 30.00
$ 1,200.00
$ 40.00
$ 1,600.00
$ 50.00
$ 2,000.00
B53
8 -01
Hydroseed
170
SY
$ 4.00
$ 680.00
$ 11.00
$ 1,870.00
$ 5.00
$ 850.00
$ 10.00
$ 1,700.00
$ 2.00
$ 340.00
$ 18.00
$ 3,060.00
B54
8 -01
High Visibility Fence
500
LF
$ 4.00
$ 2,000.00
$ 3.25
$ 1,625.00
$ 3.00
$ 1,500.00
$ 5.00
$ 2,500.00
$ 2.00
$ 1,000.00
$ 3.00
$ 1,500.00
B55
8 -02
Property Restoration
1
FA
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
FRANCHISE UTILITY ITEMS
B56 8 19 Temporary Utility Pole Support 3 EA $ 3 000.00
$ 9,000 00
$ 5,500 00
$ 16 500.00
$ 4,000 00
$ 12,000 00
$ 1 000.00
$ 3,000 00
$ 800 00
$ 2,400.00 IHI
$ 2 500.00
$ 7,500 00
ESTIMATED CONSTRUCTION COST SUBTOTAL (SCHEDULE Bj
$ 912,480.00
$ 818,635.00
$ 749,227.50 `
$ 799,275.00
$ 930,890.00
H
$ 876,135.00
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
East Marginal Way S Storm Pipe Replacement - Project No. 91241206
Bid Tabulation - DRAFT
May 13, 2014
J Engineer's Estimate
James W. Fowler Co.
,oad Construction Northwest, In
R Alia Company
Ceccanti
Frank Coluccio Construction Co.
G.
Section
No
It em
Qty
Unit
'..,
Uni4 Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
Unit Cost
Total Cost
SCHEDULE C - SANITARY SEWER RELOCATION
Cl
1 -04
Minor Change or Sanitary Sewer Relocation
1
FA
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ loaoo.go
$ 10,000.00
$ 10,000.00
$ 10.000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
C2
1 -09
Mobilization
1
LS
$ 5,000.00
$ 5,000.00
$ 2,500.00
$ 2,500.00
$ 2,000.00
$ 2,000.00
$ 1,000.00
$ 1,000.00
$ 500.00
$ 500.00
$ 5,500.00
$ 5,500.00
C3
7 -06
Pothole Existing Utilities
2
EA
$ 700.00
$ 1,400.00
$ 710.00
$ 1,420.00
$ 800.00
$ 1,600.00
$ 500.00
$ 1,000.00
$ 500.00
$ 1,000.00
$ 1,250.00
2,500.00
C4
7 -08
Shoring or Extra Excavation Class B
1,000
SF
$ 1.00
$ 1,000.00
$ 0.50
$ 500.00
$ 0.50
$ 500.00
$ 1.00
$ 1,000.00
$ 0.10
$ 100.00
$ 1.00
_$
$ 1,000.00
C5
7 -17
Sanitary Sewer Force Main Modifications, Complete
1
LS
$ 45,000.00
$ 45,000.00
$ 15,000.00
$ 15,000.00
$ 26,700.00
$ 26,700.00
$ 30,000.00
$ 30,000.00
$ 12,000.00
$ 12,000.00
$ 44,000.00
$ 44,000.00
ESTIMATED CONSTRUCTION COST SUBTOTAL (SCHEDULE C)
WSST (9.5 %)
TOTAL (SCHEDULE C)
$ 62,400.00
S 5,928.00
$ 29,420.00
$ 2,794.90
$ 40,800.00
$ 3,876:00
$ 43,000 00
$ 4,085.00
'.
$ 23,600.00
$ 2,242.00
$ 63,000.00
$ 5,985.00
$ 68,328.00
$ 32,214.90
$ 44,676,00
$ .47,085,00
$ 25,842.00
$ 68,985.00.
SCHEDULE D - WATER MAIN RELOCATION
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
Dt
1 -04
Minor Change for Water Main Relocation
1
FA
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
D2
1 -09
Mobilization
1
LS
$ 6,000.00
$ 6,000.00
$ 2,500.00
$ 2,500.00
$ 2,000.00
$ 2,000.00
$ 1,000.00
$ 1,000.00
$ 500.00
$ 500.00
$ 5,500.00
$ 5,500.00
D3
7 -06
Pothole Existing Utilities
2
EA
$ 700.00
$ 1,400.00
$ 710.00
$ 1,420.00
$ 800.00
$ 1.600.00
$ 500.00
$ 1,000.00
$ 500.00
$ 1,000.00
$ 1,250.00
$ 2,500.00
D4
7 -08
Shoring or Extra Excavation Class B
2,000
SF
$ 1.00
$ 2,000.00
$ 0.50
$ 1,000.00
$ 0.50
$ 1,000.00
$ 1.00
$ 2,000.00
$ 0.10
$ 200.00
$ 1.00
$ 2,000.00
D5
7 -17
Water Main Modifications, Complete
1
LS
$ 50,000.00
$ 50,000.00
$ 30,000.00
$ 30,000.00
$ 33,500.00
$ 33,500.00
$ 20,000.00
$ 20,000.00
$ 17,000.00
$ 17,000.00
$ 48,000.00
$ 48,000.00
ESTIMATED CONSTRUCTION COST SUBTOTAL (SCHEDULED)
WSST (15 %)
TOTAL (SCHEDULE D)
$ 69,400.00
$ 6,593.00
`
$ 44,920.00
$ 4,267.40
$ r 48,100.00
$ 4,569.50
$ 34,000.00
$ 3,230.00
$ 28,700.00
$ 2,726.50
$ 68,000.00
$ 6,460.00
$ 75,99100
$ 49,187.40
$ 52,669.50.
$ 37,230.00
$ 31,426.50
$ 74,460.00
ESTIMATED CONSTRUCTION COST SUMMARY
ESTIMATED CONSTRUCTION COST TOTAL (SCHEDULE A)
$ 1,421194.00
$ 1,157,745.00
$.1,325,865.00
$ 1,373,580,00
$ 1,398,730.00
$ 1,395,620.00
ESTIMATED CONSTRUCTION COST SUBTOTAL (SCHEDULE B)
$ 912,480.00
$ 819,635.00
$ 749,227,50'
$ 799,275.00
$ 930,890.00
$ 876,135,00.
ESTIMATED CONSTRUCTION COST TOTAL (SCHEDULE C)
$ 68,328.00
-,
$ 32,214.90
$ ' 44,676.00
$ 47,085.00
$ 25,842.00
$ 68,985.00
ESTIMATED CONSTRUCTION COST TOTAL (SCHEDULE D)
$ 75,993 00
$ 49,187.40
$ 52,669.50:
$ 37,230.00
$ 31,426,50
$ 74,460.00
ESTI A OT4STRtl r
NI "TED � ,.. UCT#OISF COST TOAL`(SCT€EDULE.A +Sd1: D)
$ 2;4x995 Oii
:,,
:' -.:
$ 2 QSE',71;2 SO
,$,2 172,48.0[i
$ 2,257'{70 00
, $ 2 38$'88.:5b
'415 2fi0 Ofi6 "-
O
ENGINEERS
ARCHITECTS
LANDSCAPE ARCHITECTS
SURVEYORS SEATTLE • TACOMA
May 14, 2014
Ryan Larson, PE
Public Works
City of Tukwila
6300 Southcenter Blvd
Tukwila, WA 98188
RE: East Marginal Way S Storm Pipe Replacement
Dear Mike,
As requested, KPG has tabulated the bids and reviewed the bid packages submitted for the City
of Tukwila East Marginal Way S Storm Pipe Replacement Project. The lowest bidder in the
amount of $2,058,782.30 is James W Fowler, Co.
As part of our review, we called Harbor Sanitary District where James W Fowler, Co. completed
Pump Station No.14 Pipeline. The sanitary district had no issues. The project came in on
schedule and within budget. We have also checked the status of James W Fowler, Co. on the
Washington State Labor and Industries web page to confirm they are currently insured, bonded,
and licensed.
It is KPG's recommendation that the East Marginal Way S Storm Pipe Replacement Project he
awarded to James W Fowler, Co.
We have enclosed the original bid package along with the contractor verification for your
review.
Sincerely,
KPH, Inc.
Nelson Davis, P.E.
cc: Mike Ronda
Enclosures: James W Fowler. bid package including Contractor Verification
753 9TH Avenue North • Seattle, WA 98109 • Phone (206) 286 -164o • Fax (206) 286 -1639
2502 Jefferson Avenue • Tacoma, WA 98402 • Phone (253) 627 -0720 • Fax (253) 627 -4144
www.kpg.com
21
22
TO:
FROM:
BY:
DATE:
SUBJECT:
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
Mayor Haggerton
Utilities Committee
Bob Giberson, Public Works Director
Mike Cusick, Senior Water /Sewer Engineer
May 16, 2014
Andover Park East Water Main Replacement
Project No. 99940103
2016 Public Works Trust Loan Application
ISSUE
Approve an application for a low interest, 20 -year loan from the Public Works Trust Fund
(PWTF) Board for the Andover Park East Water Main Replacement project.
BACKGROUND
The scope of work on the loan application includes replacement of the existing water line,
installation of a 15" sewer line and the repair and overlay of Andover Park East. The utility
upgrades in Andover Park East will be from Strander Blvd north to 1 -405. The 12" cast iron
water and 8" asbestos sewer lines were installed when the Commercial Business District
(CBD) was developed in 1961. The water line has suffered several major failures in the past
and needs to be replaced. The 8" asbestos sewer main does not have enough capacity for
future growth in this area and in the entire CBD. The street will be overlaid once water and
sewer work has been completed.
DISCUSSION
The Andover Park East Water Main Replacement project has been in the CIP since 1999. In
2012, the City applied to the PWTF Board for a loan. The loan was approved by the Board,
however funding was rescinded by the State Legislature. The PWTF Board is now accepting
new applications through May 16, 2014 for 2016 funding.
Added to the 2016 loan application is the proposed sewer line that will redirect flows away
from the sewer lift station on Andover Park West and directly into King County Metro sewer in
Strander Blvd, permitting higher density growth along Andover Park East.
The project will support anticipated redevelopment of this portion of the CBD, provide better
fire flows, increase sanitary sewer capacity, and improve road surface conditions. Water
funding is programmed in 2016; sewer funding would come from the CBD Sanitary Sewer
Rehabilitation project and the Annual Overlay and Repair Program.
RECOMMENDATION
Committee approval to submit the loan application in the amount of $3,131,000.00 for the
Andover Park East Water Main Replacement project, along with sewer and overlay
improvements for Andover Park East.
Attachment: 2014 CIP, page 66
W:IPW Eng\PROJECTSIA- WT ProjectsWPE Water Main Replacement (9940103)1lnfo Memo 2016 PWTF Loan.docx
23
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2014 to 2019
PROJECT: Andover Park E Water Main Replacement Project No. 99940103
DESCRIPTION: Design and construct 2,200 LF of new 16" ductile iron pipe along Andover Park East from Tukwila Pkwy
to Strander Blvd and 1,100 LF of 10" DIP in Christiansen Rd.
JUSTIFICATION: Aging cast iron system has suffered frequent and spectacular failures.
STATUS: Survey and in -house design is complete. Construction is scheduled for 2016.
MAINT. IMPACT: A new pipe will significantly reduce impact on crews from the risk of cataclysmic events.
COMMENT: A proposed PWTF was removed in 2014.
FINANCIAL Through Estimated
(in $000's)
2012 2013 2014
2015
2016
2017
2018
2019
BEYOND TOTAL
EXPENSES
Design
63
14
77
Land (R/W)
0
Const. Mgmt.
225
225
Construction
1,500
1,500
TOTAL EXPENSES
63
14
0
0
1,725
0
0
0
0
1,802
FUND SOURCES
Awarded Grant
0
Proposed Bond /Loan
0
Mitigation Actual
0
Mitigation Expected
0
Utility Revenue
63
14
0
0
1,725
0
0
0
0
1,802
TOTAL SOURCES
63
14
0
0
1,725
0
0
0
0
1,802
2014 - 2019 Capital Improvement Program
66
24
TO:
FROM:
BY:
DATE:
SUBJECT:
City of Tukwila
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
Mayor Haggerton
Utilities Committee
Bob Giberson, Public Works Director
Mike Cusick, Senior Program Manager
May 16, 2014
Southcenter Parkway Extension
Project No. 98410437
Ordinance Establishing Sewer Connection Fees for Tukwila South
ISSUE
Establish the sewer connection fees for parcels and plats as part of the Southcenter Parkway Extension Project in
the Tukwila South area.
BACKGROUND
In 2012, the City of Tukwila completed the installation of sanitary sewers and a sewer pump station to serve the
area of the City bounded on the north by South 180th Street, on the south by South 204th Street, on the east by the
Green River, and 1 -5 on the west (see attached Tukwila South Plat map).
DISCUSSION
The sanitary sewers were installed as part of the Southcenter Parkway Extension Project to serve the Plat of
Tukwila South. The installation of the sewer in Southcenter Parkway allowed an existing dry sewer line in South
200th Street that was installed in 1999 to be put into use. The existing sewer will allow 4 parcels on Orillia Road to
be connected to the sanitary sewer system. The sewer line in Orillia Road can also be extended up the hill
towards South 188th Street at a later date to serve a larger area if required. At the time of the installation of the
sewer in Southcenter Parkway, King County requested to be connected to the new sewer to service the Bow Lake
Transfer Station that was under construction. The County's sewer line crosses the Plat of Tukwila South in an
easement. The sewer connection fees are based on the square footage of the buildable parcels which can be
served by the sewers.
FINANCIAL IMPACT
The total cost of sewer construction, including design and construction management, was $2,525,570.90, of which
73% was funded by Federal and State grants from various agencies. The balance of $694,504.14 will be collected
from the sewer connection fees as building permits are issued. The sewer connection fee will be based on the
area of the parcel being developed at that time.
RECOMMENDATION
Council is being asked to approve the Ordinance setting sewer connection fees for the Tukwila South area per the
Plat map and adjacent parcels and consider this item on the Consent Agenda at the June 2, 2014 Regular
Meeting.
Attachments: Draft Ordinance
Tukwila South Plat Map
Tukwila South Sewer Connection Fees Spreadsheet
W: \PW Eng \ PROJECTS \A- RW 8. RS Projects \Southcenter Pkwy Extension (57th Ave S) (98410437) \Sewer Connections \Info Memo Sewer Connection Ordinance 5- 16- 14.docx
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AFT
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF TUKWILA, WASHINGTON, ESTABLISHING SEWER
CONNECTION FEES FOR THE PRELIMINARY PLAT
OF TUKWILA SOUTH AND PROPERTY FRONTING ON
ORILLIA ROAD, TO BE CODIFIED AT CHAPTER 14.19
OF THE TUKWILA MUNICIPAL CODE; PROVIDING
FOR SEVERABILITY; AND ESTABLISHING AN
EFFECTIVE DATE.
WHEREAS, upon completion of the Preliminary Plat of Tukwila South and the
newly- installed sanitary sewer improvements, the City Council desires to have in place
an equitable and adequate rate structure to finance the operation and maintenance of
the sanitary sewer utility; and
WHEREAS, the sanitary sewer lines meet the Washington State Department of
Ecology standards including the minimum pipe diameter of 8 inches; and
WHEREAS, any sewer connection will be assessed a connection fee that is
determined by the infrastructure construction costs minus grant funding and the area of
each parcel of land or designated plat that is tributary to the sanitary sewer system; and
WHEREAS, any water connection will be assessed a connection fee that is
determined by the Highline Water District;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA,
WASHINGTON, HEREBY ORDAINS AS FOLLOWS:
Section 1. Regulations Established. Tukwila Municipal Code (TMC) Chapter
14.19, "Sewer Connections — Preliminary Plat of Tukwila South," is hereby established to
read as follows:
CHAPTER 14.19
SEWER CONNECTIONS — PRELIMINARY PLAT OF TUKWILA SOUTH
Sections:
14.19.010 Sewer Connection Requirements and Fees
14.19.020 Service Area Boundaries
14.19.030 Funding Recovery Review
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Section 2. TMC Section 14.19.010 is hereby established to read as follows:
14.19.010 Sewer Connection Requirements and Fees
A. Homes on Orillia Road existing on July 1, 2013 will be required to connect to
the sewer and pay associated connection charges if any portion of any building is
situated within 250 feet of a sanitary sewer line or lateral and if:
1. Septic tank or health problems are identified by the King County Health
Department that require repair of the septic tank system; or
2. The home changes ownership; or
3. Remodeling occurs adding a bathroom or bedroom.
B. Parcels within the Preliminary Plat of Tukwila South will be required to connect
to the sanitary sewer system and pay in full associated sewer connection charges
before issuance of the City of Tukwila's building permit for the specific development.
C. Change of ownership requires payment in full of the sewer connection fees.
D. The Preliminary Plat of Tukwila South and Orillia Road sewer connection fees
will start at $0.056505 per square foot of total property based on King County records
and the Preliminary Plat for Tukwila South as shown in Figure 14.6.
E. Notice of sewer availability and connection requirements shall be placed on
titles of properties within the Tukwila South Plat and Orillia Road sewer service area.
King County recording fees will also be paid in full with the sewer connection fees.
Section 3. TMC Section 14.19.020 is hereby established to read as follows:
14.19.020 Service Area Boundaries
A. The sewer service boundary area is the north margin of South 204th Street; the
area west of the Green River and Segale Business Park; the east margin of Orillia
Road, Interstate I -5 and the City SeaTac; and the south margin of South 180th Street.
A map of the parcels within the service area known as the Preliminary Plat of Tukwila
South is attached hereto as Figure 14 -7.
B. The Preliminary Plat of Tukwila South is dated June 2013, the King County Bow
Lake Transfer Station, tax parcel 352304 -9037 and tax parcel 023900 -0300, 023900-
0310, 023900 -0247, 023900 - 0365, and 023900 -0320 along Orillia Road with the exception
of Plat #7 of the Preliminary Plat of Tukwila South, tax parcel 023900 -0310, and portions
of that plat that are labeled Sensitive Area Tracts, Exceptions, Reserve Drainage Tracts,
Open Space Tracts and Not Buildable Tracts, will have sanitary sewer system connection
costs based on net area of 12,062,664 square feet of area that is tributary to the sanitary
sewer system.
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Section 4. TMC Section 14.19.030 is hereby established to read as follows:
14.19.030 Funding Recovery Review
The successful implementation of later phases of the sanitary installation for the City is
dependent on the repayment of general fund revenues from the sewer connection fees.
The City Council will review connection requirements, exemptions and other revenue
recovery alternatives to ensure the sewer plan remains viable and adequately funded.
Section 5. Corrections by City Clerk or Code Reviser. Upon approval of the
City Attorney, the City Clerk and the code reviser are authorized to make necessary
corrections to this ordinance, including the correction of clerical errors; references to
other local, state or federal laws, codes, rules, or regulations; or ordinance numbering
and section /subsection numbering.
Section 6. Severability. If any section, subsection, paragraph, sentence, clause
or phrase of this ordinance or its application to any person or situation should be held to
be invalid or unconstitutional for any reason by a court of competent jurisdiction, such
invalidity or unconstitutionality shall not affect the validity or constitutionality of the
remaining portions of this ordinance or its application to any other person or situation.
Section 7. Effective Date. This ordinance or a summary thereof shall be
published in the official newspaper of the City, and shall take effect and be in full force
five days after passage and publication as provided by law.
PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at
a Regular Meeting thereof this day of , 2014.
ATTEST /AUTHENTICATED:
Christy O'Flaherty, MMC, City Clerk
APPROVED AS TO FORM BY:
Shelley M. Kerslake, City Attorney
Jim Haggerton, Mayor
Filed with the City Clerk:
Passed by the City Council:
Published:
Effective Date:
Ordinance Number:
Attachments:
Figure 14 -6 — Tukwila South Sewer Connection Fees
Figure 14 -7 — Service Area Boundary Map of Preliminary Plat of Tukwila South
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Tukwila South Sewer Connection Fees
Area Tributary to the Sewer System
Installation of the Sewer System minus Grar $
Total Area Tributary to the Sewer System (s■
Cost per Square Foot
681,904.14
12,062,664
$0.056530
Plat Number #7 not included as it can connect to existing sewer.
05/05/2014
Design $ 59,416.80
Construction Mgmt 91,950.62
Construction 2,374,203.48
Total Sewer $ 2,525,570.90
Less Grants (73 %) $ 681,904.14
63 parcels x $200 KC Recording 12,600.00
$ 694,504.14
Plat
Number
AREA
(Square Feet)
AREA
(Acres)
Percent
of Total Area
Sewer
Connection Fee
Reference Only of Adjoining
Parcel Numbers
Additional
Parcel Numbers
1
40,142
0.92
0.003327789
$ 2,669.23
3523049038
3523049008
2
186,049
4.27
0.015423542
$ 10,917.38
3523049025
3523049009
3
158,037
3.63
0.013101335
$ 9,133.85
3523049032
4
335,971
7.71
0.02785214
$ 19,192.49
3523049118
5
144,011
3.31
0.011938574
$ 8,340.96
3523049015
6
112,996
2.59
0.009367417
$ 6,587.68
3523049027
7
0
0.00
0
$ 200.00
310,716
3523049036
8
71,429
1.64
0.005921471
$ 4,237.88
3523049116
9
323,645
7.43
0.02683031
$ 18,495.70
3523049017
10
230,637
5.29
0.019119907
$ 13,237.94
3523049041
11
178,101
4.09
0.01476465
$ 10,268.08
3523049117
12
219,571
5.04
0.01820253
$ 12,612.38
3523049013
13
213,166
4.89
0.017671553
$ 12,250.31
0222049033
14
192,232
4.41
0.015936115
$ 11,066.90
3523049013
15
248,319
5.70
0.020585752
$ 14,237.51
0222049008
16
293,127
6.73
0.024300354
$ 16,770.51
0222049037
17
271,250
6.23
0.022486742
$ 15,533.80
0222049040
18
324,473
7.45
0.026898951
$ 18,542.51
0222049043
19
349,001
8.01
0.028932333
$ 19,929.08
0222049057
20
322,937
7.41
0.026771616
$ 18,455.68
0222049061
21
477,529
10.96
0.039587359
$ 27,194.78
0222049011
22
393,093
9.02
0.032587579
$ 22,421.60
0222049015
23
505,132
11.60
0.04187566
$ 28,755.19
0322049049
24
289,626
6.65
0.02401012
$ 16,572.60
3523049124
25
226,576
5.20
0.018783248
$ 13,008.37
3523049039
26
73,558
1.69
0.00609799
$ 4,358.24
0322049092
27
96,008
2.20
0.007959104
$ 5,627.35
0322049093
28
97,651
2.24
0.00809531
$ 5,720.23
0322049052
29
82,078
1.88
0.006804302
$ 4,839.88
0322049062
30
88,991
2.04
0.007377392
$ 5,230.67
0322049056
31
501,134
11.50
0.041544224
$ 28,529.18
0322049006
32
173,621
3.99
0.014393256
$ 10,014.82
0222049036
33
122,299
2.81
0.01013864
$ 7,113.58
0322049090
34
130,953
3.01
0.01085606
$ 7,602.79
0322049100
35
116,946
2.68
0.009694874
$ 6,810.97
0239000352
36
358,928
8.24
0.029755286
$ 20,490.25
0222049036
37
904,596
20.77
0.074991397
$ 51,336.94
0322049047
38
180,593
4.15
0.014971237
$ 10,408.95
3523049045
39
339,873
7.80
0.028175618
$ 19,413.07
0323049068
40
282,045
6.47
0.023381652
$ 16,344.05
3523049050
3523049049
41
170,722
3.92
0.014152927
$ 10,050.94
3523049034
3523049051
42
218,906
5.03
0.018147402
$ 12,774.79
3523049040
3523049033
43
28,132
0.65
0.002332176
$ 1,990.32
3523049090
3523049019
44
246,379
5.66
0.020424925
$ 14,127.84
3523049109
45
60,778
1.40
0.005038522
$ 3,835.79
3623049078
3523049065
46
69,579
1.60
0.005768129
$ 4,333.31
3523049016
3523049066
47
121,674
2.79
0.010086827
$ 7,078.25
0322049106
PARCEL B
45,604
1.05
0.003780632
$ 2,778.03
CITY OF TUKWILA 3523049038
PARCEL C
147,231
3.38
0.012205525
$ 8,523.00
CITY OF TUKWILA 3523049008
100
873,082
20.04
0.072378873
$ 49,355.45
352304 -9037 KC Transfer Station
Paid
101
79,385
1.82
0.006581051
$ 4,887.65
023900 -0365 COLUCCIO
0322049067
102
204,767
4.70
0.016975272
$ 11,975.51
023900 -0320 COLUCCIO
0322049005
103
94,200
2.16
0.007809221
$ 5,525.14
023900 -0247 THOMPSON
104
45,900
1.05
0.00380513
$ 2,794.73
023900 -0300 KOYAMOATSU
105
0
$ -
023900 -0310 LA PIANTA LLC
1
1
2
2
1
1
12,062,664 276.92 100% $ 694,504.14 63
30
City of Tukwila
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
TO: Mayor Haggerton
Utilities Committee
FROM: Bob Giberson Public Works Director
BY: Mike Cusick, Senior Program Manager
DATE: May 16, 2014
SUBJECT: Sewer Comprehensive Plan
Project 91040102
Resolution to Adopt 2013 Sewer Comprehensive Plan
ISSUE
Adopt by resolution the 2013 Sewer Comprehensive Plan.
BACKGROUND
The City hired Carollo Engineers in 2010 to update our Water and Sewer Comprehensive Plans. Update
to the Comprehensive Plans is needed to reflect changes in regulatory requirements for water and sewer
utilities within the City of Tukwila systems. The Sewer Comprehensive Plan was last updated in 2006
and did not reflect changes in regulations required under the Washington State Department of Ecology
(DOE). The plans also needed to be updated to include completed Capital Improvement Projects, the
Tukwila South annexation area, and newly identified needs. The State of Washington's DOE and King
County have both approved the Sewer Plan and the City of Tukwila's Department of Community
Development has issued the SEPA determination.
DISCUSSION
The updated 2013 Sewer Comprehensive Plan contains the following overall changes:
• Tukwila South area was added.
• A map book was added, showing a schematic of the sewer lines within the City of Tukwila's
sewer system.
• New /revised list of recommended Capital Improvement Projects.
• Increased funding in the CIP for the rehabilitation of sewers in the Commercial Business District
to prevent more collapsed mains.
• Developed a funding strategy that will provide financial strength and viability for the City to
implement the schedule of capital improvements.
• Developed accurate flow projections for the sewer system to forecast future expansion needs.
• Developed an Annual Sewer Repair Program for small repairs and capital maintenance.
RECOMMENDATION
Council is being asked to adopt by Resolution the 2013 Sewer Comprehensive Plan and consider this
item on the Consent Agenda at the June 2, 2014 Regular Meeting.
Attachments: Draft Resolution
Copies of the 2013 Sewer Comprehensive Plan will be distributed to all Council members
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T
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF TUKWILA, WASHINGTON, ADOPTING THE
2013 SANITARY SEWER COMPREHENSIVE PLAN
AND PROVIDING FOR SANITARY SEWER SERVICE
POLICIES FOR THE CITY, AND REPEALING
RESOLUTION NOS. 904, 1263 AND 1605.
WHEREAS, the City of Tukwila is an Optional Municipal Code city, subject to the
duties imposed under the provisions of Chapter 35A of the Revised Code of
Washington; and
WHEREAS, the Sanitary Sewer Comprehensive Plan identifies specific actions and
strategies to manage and control the quality of the sanitary sewer system in Tukwila;
and
WHEREAS, the City Council of the City of Tukwila has deemed it desirable to
adopt a Sanitary Sewer Comprehensive Plan in accordance with the provisions of WAC
173 -240 -050;
NOW,_ THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA,
WASHINGTON, HEREBY RESOLVES AS FOLLOWS:
Section 1. The 2013 Sanitary Sewer Comprehensive Plan and Appendices dated
July 2013, prepared by Carollo Engineers, are hereby adopted by this reference as if
set forth in full.
Section 2. The Sanitary Sewer Comprehensive Pian shall be revised every six
years to reflect changes in the City of Tukwila Capital Improvement Program requiring
facility modifications, as it relates to the standards outlined in WAC 173- 240 -050.
Section 3. Repealer. Resolution Nos. 904, 1263 and 1605 are hereby repealed.
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PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON,
at a Regular Meeting thereof this day of , 2014.
ATTEST/AUTHENTICATED:
Christy O'Flaherty, MMC, City Clerk De'Sean Quinn, Council President
APPROVED AS TO FORM BY:
Shelley M. Kerslake, City Attorney
Filed with the City Clerk:
Passed by the City Council:
Resolution Number:
Attachment: 2013 Sanitary Sewer Comprehensive Plan
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