Interlocal Agreement for 228th St SW Corridor Improvement Project Design and ConstructionNo.
(City Clerk Use Only)
CONTRACT ROUTING FORM
! Z { Originator: Rob English Routed by: Megan Luttrell
0 Department/Division: Engineering - Public Works Date: 03/11/2015
a
f Name of Cons ultant/Contractor: City of Mountlake Terrace
Cn CONTRACT TITLE:
0 228th St. SW Corridor Improvements Project - Design & Construction
Type of Contract: (GR) Grants (1) Intergovernmental Agreement
Z Z (S) Purchase of Services (W) Public Works
w
Z Bid/RFP Number:
O
i V Effective Date:
UHas the original City contract boilerplate language been modified?
I.- If yes, specify which sections have been modified:
OZ Description
V I of Services:
Total Amount of Contract:
Budget #
J
Budget #
w
0
a Budget #
V
QAre there sufficient funds in the current budget to cover this contract,
Z Remarks:
LL
Authorization Level: Council
w
1. Project Manager
Q 2. Risk Management/Budget
Z H
3. City Attorney
4. Consultant/Contractor
0) Q 5. Other _
Completion Date:
OYes (�J No
Amount:
Amount:
Amount:
Yes O No
Q 6. City Council Approval
Date (if applicable)
7. Mayor
8. City Clerk
(L) Lease Agreement
(0) Other
12/31 /2017
3/10/15
228'h ST. SW CORRIDOR IMPROVEMENTS PROJECT
DESIGN AND CONSTRUCTION
between
THE CITY OF MOUNTLAKE TERRACE
and
THE CITY OF EDMONDS
THIS INTERLOCAL AGREEMENT (hereinafter "the Agreement") is entered
into under the authority of the Interlocal Cooperation Act, Chapter 39.34 RCW, by and
between the City of Mountlake Terrace (hereinafter "MOUNTLAKE TERRACE"), a
municipal corporation organized under the laws of the State of Washington, and the City
of Edmonds (hereinafter "EDMONDS"), a municipal corporation organized under the
laws of the State of Washington (individually "Party" and collectively "the Parties"), to
provide for the design and construction of the 22e St. Corridor Improvements Project,
and to define the Parties' respective rights, obligations, costs and liabilities regarding this
undertaking.
RECITALS
WHEREAS, Chapter 39.34 RCW authorizes two or more political subdivisions
or units of local government of the State of Washington to cooperate on a basis of mutual
advantage to provide for services and facilities; and
WHEREAS, EDMONDS is completing the designs for their 228"' Corridor
Improvements to improve EDMONDS' transportation system by constructing a new
section of 228°i St between State Route 99 and 76"' Ave and installing new traffic signals
at the intersections of 228t" St and State Route 99 and 228"' St and 76`j' Ave and other
related transportation improvements; and
WHEREAS, EDMONDS is completing the designs for their State Route 99
Illumination Improvements Project to enhance street lighting on State Route 99 between
220" St and 212" St; and
WHEREAS, EDMONDS plans to bid both projects together in an effort to
achieve more favorable bids on both projects; and
WHEREAS, for the purposes of this Agreement, the 228'1' Corridor
Improvements Project and State Route 99 Illumination Improvements Project shall be
referred to collectively as the "228"' CORRIDOR PROJECT"; and
WHEREAS, the 228"' CORRIDOR PROJECT has received federal and state
grants that must be spent in a timely manner; and
WHEREAS, EDMONDS has been working with a qualified design consultant
to complete the plans, specifications and estimates (hereinafter "CONTRACT BID
DOCUMENTS") for the 228"' CORRIDOR PROJECT; and
WHEREAS, EDMONDS agreed during the preliminary designs to use grant
funds to pay 86.5%n of the design and construction costs for a 2-inch pavement grind and
overlay of 228"' St/Lakeview Drive in MOUNTLAKE TERRACE; and
WHEREAS, MOUNTLAKE TERRACE agreed during the preliminary designs
to reimburse EDMONDS the remaining 13.5% of design and construction costs for a 2-
inch pavement grind and overlay of 228"' St/Lakeview Drive; and
WHEREAS, MOUNTLAKE TERRACE made the determination during final
designs to reconstruct 228"' St/Lakeview Drive in lieu of a 2-inch pavement grind and
overlay; and
WHEREAS, EDMONDS has agreed at MOUNTLAKE TERRACE'S request to
include the following improvements in the 228TH CORRIDOR PROJECT and
CONTRACT BID DOCUMENTS:
1. Reconstruction of 228t' St/Lakeview Drive between stations 19+17
and 36+30 as depicted on drawing # PV04 — PV08 attached hereto;
and
2. Construction of four (4) pedestrian curb ramps on 2281h St/Lakeview
Drive; and
3. Installation of one (1) 2-inch diameter conduit between stations 13+20
and 23+50 for MOUNTLAKE TERRACE'S fiber optic traffic signal
coordination system as depicted on drawing ICO2 attached hereto.
WHEREAS, MOUNTLAKE TERRACE agrees to reimburse EDMONDS for
13.5% of the design cost to complete a 2-inch pavement grind and overlay of 2281h
St/Lakeview Drive; and
WHEREAS, MOUNTLAKE TERRACE agrees to reimburse EDMONDS for
13.5% of the actual construction cost of a 2-inch pavement grind and overlay of 2281h
St./Lakeview Drive as determined by the schedule of work in Exhibit B using unit bid
prices specified in the awarded construction contract for the 228TH CORRIDOR
PROJECT; and
WHEREAS, MOUNTLAKE TERRACE agrees to reimburse EDMONDS for
the actual cost to design and reconstruct 228`' St/Lakeview Drive that exceeds the actual
construction cost of a 2-inch pavement grind and overlay, as determined by the schedule
of work in Exhibit `B" using unit bid prices specified in the awarded construction
contract for the 2281H CORRIDOR PROJECT; and
WHEREAS, EDMONDS agrees to use grant funds to pay 86.5% of the design
and construction cost to replace four (4) pedestrian curb ramps on 228"' St/Lakeview
Drive, since this work would have been required as part of a 2-inch pavement grind and
overlay; and
WHEREAS, MOUNTLAKE TERRACE agrees to reimburse EDMONDS the
remaining 13.5% of the design and construction costs for replacing four (4) pedestrian
curb ramps on 228"' St/Lakeview Drive; and
2
WHEREAS, MOUNTLAKE TERRACE agrees to reimburse EDMONDS for all
design and construction costs to install one (1) 2-inch diameter conduit and pull boxes
between stations 13+20 and 23+50; and
WHEREAS, Exhibit "A" is a preliminary summary of design fees, opinion of
construction costs, estimated construction management costs and estimated allocation of
costs between EDMONDS AND MOUNTLAKE TERRACE for: (1) 2-inch pavement
grind and overlay of 228t" St/Lakeview Drive; (2) pavement reconstruction of 228th
St/Lakeview Drive; (3) construction of four pedestrian curb ramps; and (4) installation of
one 2-inch diameter conduit between stations 13+20 and 23+50 as depicted on drawing
ICO2; and
WHEREAS, the construction of the 228th CORRIDOR PROJECT is scheduled
to begin in spring 2015; and
WHEREAS, the Parties desire to enter into this Agreement for the purpose of
defining their respective rights, obligations, costs and liabilities regarding this
undertaking; and -
WHEREAS, the City Councils of the City of Mountlake Terrace and the City of
Edmonds have taken appropriate action to approve their respective City's entry into this
Agreement;
NOW, THEREFORE, in consideration of the terms, conditions and covenants
contained herein, the Parties agree as follows:
TERMS
Section 1. Purpose. The purpose of this Agreement is to allocate and define the
Parties' respective rights, obligations, costs and liabilities concerning the establishment,
operation and maintenance of this undertaking. This Agreement further seeks to establish
a' formal arrangement under which MOUNTLAKE TERRACE will reimburse
EDMONDS for:
• 13.5% of the design cost to complete a 2-inch pavement grind and overlay
of 228"' St/Lakeview Drive; and
• 13.5% of the actual construction cost of a 2-inch pavement grind and
overlay, as determined by the schedule of work in Exhibit `B" using unit
bid prices specified in the awarded construction contract for the 228TH
CORRIDOR PROJECT; and
• The actual cost to design and reconstruct 228"' St/Lakeview Drive that
exceeds the actual construction cost of a 2-inch pavement grind and
overlay, as detennined by the schedule of work in Exhibit "B" using unit
bid prices specified in the awarded construction contract for the 228TH
CORRIDOR PROJECT; and
3
■ 13.5% of the grant matching. funds for the costs of design and construction
to replace four (4) pedestrian curb ramps on 228"' St/Lakeview Dr.; and
• All design and construction costs to install one (1) 2-inch diameter
conduit and pull boxes between stations 13+20 and 23+50, as shown on
Sheet ICO2 for its fiber optic traffic signal coordination. system, all as part
of the 228th CORRIDOR PROJECT.
Section 2. Term. This Agreement shall be effective upon execution by the
Parties hereto. Unless terminated in accordance with Section 3, this Agreement shall
remain in effect until: (a) MOUNTLAKE TERRACE's written acceptance of all
infrastructure provided herein; or (b) December 31, 2017, which ever shall first occur.
Provided however, the Parties may at their option, renew and/or amend this Agreement
for a mutually agreed upon term by a writing signed by both Parties.
Section 3. Termination. Prior to the award of the contract for the 2281h
CORRIDOR PROJECT, the Parties may mutually agree to terminate this Agreement,
upon written notice by email or otherwise in which case this Agreement will be null and
void. Provided however, if all bids on the 228"' CORRIDOR PROJECT are greater than
twenty percent (20%) over the engineer's estimate and EDMONDS determines not to
award the contract, either Party may terminate this Agreement by providing the other
Party with thirty (30) days written notice of its intent to terminate. Provided further, if
the bid price for Bid Schedule D of CONTRACT BID DOCUMENTS on the 228"'
CORRIDOR PROJECT is greater than twenty percent (20%) over the engineer's estimate
for Bid Schedule D, MOUNTLAKE TERRACE may terminate this Agreement by
providing EDMONDS with thirty (30) days written notice of its intent to terminate.
Provided further if the contract for the 228"' CORRIDOR PROJECT work is awarded,
the Parties may terminate this Agreement only for material breach of this Agreement,
after providing the other party with thirty (30) days written notice of its intent to
terminate. Notice shall state the reason(s) for termination. The breaching Party shall have
the opportunity to cure the breach and/or mitigate damages. Termination or expiration
shall not alter the MOUNTLAKE TERRACE payment obligations under Section 6 for
services already rendered and shall not alter the Parties' respective obligations under
Section 9 and Section 13 of this Agreement.
Section 4. Obligations of MOUNTLAKE TERRACE. MOUNTLAKE
TERRACE agrees to:
A. Provide periodic payments to EDMONDS, pursuant to Section 6 of this
Agreement, to reimburse EDMONDS for:
1. 13.5% of the design cost to complete a 2-inch pavement grind and
overlay of 228`1' St/Lakeview Drive; and
2. 13.5% of the actual construction cost of a 2-inch pavement grind and
overlay, as determined by the schedule of work in Exhibit `B" using
unit bid prices specified in the awarded construction contract for the
228" CORRIDOR PROJECT; and
3. The actual cost to design and reconstruct 228"' St/Lakeview Drive that
exceeds the actual construction cost of a 2-inch pavement grind and
overlay, as detennined by the schedule of work in Exhibit "B" using
4
unit bid prices specified in the awarded construction contract for the
228TH CORRIDOR PROJECT; and
4. 13.5% of the grant matching funds for the costs of design and
construction to replace four (4) pedestrian curb ramps on 228t"
St/Lakeview Dr.; and
5. All design and construction costs to install one (1) 2-inch diameter
conduits and pull boxes between stations 13+20 and 23+50 as shown
on Sheet ICO2 for its fiber optic traffic signal coordination system, all
as part of the 228th CORRIDOR PROJECT.
B. Provide periodic payments to EDMONDS, pursuant to Section 6 of this
Agreement, for construction management costs to administer Bid
Schedule D as follows: a) at the documented hours invoiced to
EDMONDS by its retained construction management company and design
consultant for time spent on Bid Schedule D , plus b) the documented
hours for EDMONDS' employees at the employee's direct hourly rate of
pay and overhead rate for time spent on Bid Schedule D.
C. Respond promptly to information requests submitted by EDMONDS or its
agents regarding the pavement reconstruction, curb ramp installation, and
conduit installation.
D. Review and approve plans and specifications prepared by the consultant
for the pavement reconstruction, curb ramp installation, and conduit
installation (Bid Schedule D of CONTRACT BID DOCUMENTS).
Approval shall not be unreasonably withheld.
E. Provide (apply for and obtain) MOUNTLAKE TERRACE permits for any
work to be performed within MOUNTLAKE TERRACE at no cost to
EDMONDS. Provided, that nothing herein shall be construed as waiving
or otherwise abridging MOUNTLAKE TERRACE'S regulatory authority
for work within MOUNTLAKE TERRACE. No time restrictions shall be
placed on such permits that would restrict EDMONDS' Contractor from
working during the days and hours allowed in the CONTRACT BID
DOCUMENTS.
F. Provide timely review of designs prepared by EDMONDS' consultant,
and complete final design approval by the timelines established by
EDMONDS to meet its construction bidding schedule.
G. Obtain Bid Award Concurrence from the MOUNTLAKE TERRACE City
Council in accordance with Section 7 within thirty (30) days of the bid
opening. MOUNTLAKE TERRACE may withhold Bid Award
Concurrence if the bid price for Bid Schedule D of CONTRACT BID
DOCUMENTS on the 228"' CORRIDOR PROJECT is greater than
5
twenty percent (20%) over the engineer's estimate for Bid Schedule D. If
the MOUNTLAKE TERRACE City Council does not provide Bid Award
Concurrence within the 30-day time period, EDMONDS will eliminate
this MOUNTLAKE TERRACE work from the contract and
MOUNTLAKE TERRACE will be responsible for all costs ' to construct
the three items outlined in paragraph 4A, above in a separate contract
administered by MOUNTLAKE TERRACE.
H. MOUNTLAKE TERRACE shall attend EDMONDS' weekly construction
coordination meetings.
I. MOUNTLAKE TERRACE will coordinate all corrections, concerns,
issues, changes and contractor correspondence through the EDMONDS
Project Manager.
Section 5. Obligations of EDMONDS. EDMONDS agrees to:
A. Assume responsibility for constructing the 228t" CORRIDOR PROJECT
in accordance with the design plans approved by MOUNTLAKE
TERRACE (including but not limited to securing all necessary
consultants, contractors, and subcontractors). All construction contracts
shall be procured through a formal competitive bidding process consistent
with applicable State law. EDMONDS shall be solely and exclusively
responsible for ensuring the compliance of said bidding process with all
applicable procedures required under federal, state and local regulations.
B. Submit to MOUNTLAKE TERRACE written invoices for payment in
accordance with Section 6. Include copies of invoices from consultants
and contractors, clearly indicating the MOUNTLAKE TERRACE portion
of the invoices. Provide MOUNTLAKE TERRACE a brief written
progress report with each invoice, describing in reasonable detail all work
performed regarding pavement reconstruction, curb ramp installation, and
conduit installation during the period covered by the invoice.
C. Assume lead agency status and sole responsibility for applying for and
obtaining any and all regulatory permits necessary to complete all work
within MOUNTLAKE TERRACE for the 228"' CORRIDOR PROJECT.
D. Provide MOUNTLAKE TERRACE personnel reasonable access to the
228°i CORRIDOR PROJECT'S construction area for purposes of
monitoring the progress of work performed.
E. Respond promptly to information requests submitted by MOUNTLAKE
TERRACE or its agents regarding the 228"' CORRIDOR PROJECT.
C�
F. Provide Construction Management and Inspection services for Bid
Schedule D of CONTRACT BID DOCUMENTS (pavement
reconstruction, curb ramp installation, and conduit installation), including
inspection, materials submittal approvals, daily reports, and paynotes to
accomplish construction. EDMONDS will provide MOUNTLAKE
TERRACE with copies of inspection reports/logs, quantity takeoff sheets,
paynotes, force account tracking, independent estimates and project
correspondence when work has been completed on MOUNTLAKE
TERRACE portions of the 228"' CORRIDOR PROJECT.
Section 6. Payment Schedule. The Parties agree to the following billing and
payment schedule:
A. For each outside construction contract expense incurred by EDMONDS
regarding the 228t" CORRIDOR PROJECT as outlined in Section 4,
above, EDMONDS shall, within sixty (60) days of the date EDMONDS is
billed or invoiced for any undisputed charge by its consultants, contractors
and subcontractors, submit an invoice to MOUNTLAKE TERRACE for
its share of said expense for Bid Schedule D of CONTRACT BID
DOCUMENTS (pavement reconstruction, curb ramp installation, and
conduit installation). Said invoice shall contain a reasonably detailed
explanation of the methodology utilized by EDMONDS in calculating the
MOUNTLAKE TERRACE share of each expense. Construction
contract(s) shall provide for separate bid schedules, or other means to
clearly identify the MOUNTLAKE TERRACE portion of the project
costs. Design contract(s) shall identify all tasks and work performed
associated with MOUNTLAKE TERRACE portion of the design on
invoices, fee estimates and project status reports. Time is of the essence
and EDMONDS shall not unreasonably delay submittal of invoices for the
MOUNTLAKE TERRACE share of expenses.
B. Within thirty (30) days of receiving any invoice pursuant to subsection
6.A, MOUNTLAKE TERRACE shall tender payment to EDMONDS in
the form of a check, money order or other certified funds for the invoiced
amount; PROVIDED THAT:
(1) The total payment by MOUNTLAKE TERRACE for invoices
submitted by EDMONDS shall not exceed:
• 13.5% of the design cost to complete a 2-inch pavement
grind and overlay of 228t1' St/Lakeview Drive; and
• 13.5% of the actual construction cost of a 2-inch pavement
grind and overlay, as detennined by the schedule of work
in Exhibit "B" using unit bid prices specified in the
awarded construction contract for the 228TH CORRIDOR
PROJECT; and
7
• The actual cost to design and reconstruct 228"' St/Lakeview
Drive that exceeds the actual construction cost of a 2-inch
pavement grind and overlay, as determined by the schedule
of work in Exhibit "B" using unit bid prices specified in the
awarded construction contract for the 228TH CORRIDOR
PROJECT; and
• 13.5% of the grant matching funds for the costs of design
and construction to replace four (4) pedestrian curb ramps
on 228"' St/Lakeview Dr.; and
■ The actual construction costs to install one (1) 2-inch
diameter conduit and pull boxes between stations 13+20
and 23+50 , as shown on Sheet ICO2 for its fiber optic
traffic signal coordination system, all as part of the 228TH
CORRIDOR PROJECT; and
■ The documented hours invoiced to EDMONDS by its
retained construction management company and design
consultant for time spent on Bid Schedule D , plus b) the
documented hours for EDMONDS' employees at the
employee's direct hourly rate of pay and overhead rate for
time spent on Bid Schedule D;
(2) EDMONDS failure to submit an expense invoice in a timely manner
shall extend MOUNTLAKE TERRACE's payment obligation as
reasonably necessary.
(3) EDMONDS shall timely notify MOUNTLAKE TERRACE in writing
if expenditures necessary to complete design, installation, and construction
management of Bid Schedule D of CONTRACT BID DOCUMENTS
(pavement reconstruction, curb ramp installation, and conduit installation)
are expected to exceed these amounts.
Section 7. Construction Bid Acceptance. Upon construction bid opening,
EDMONDS shall obtain concurrence from MOUNTLAKE TERRACE prior to award of
the pavement reconstruction, curb ramp installation, and conduit installation work as
provided in Section 4, herein. Within 7 days after bid opening and prior to acceptance of
the bid and award of a contract, EDMONDS shall provide written notice to
MOUNTLAKE TERRACE of its financial .responsibility. Concurrence with bid award
by EDMONDS shall take place as provided in Section 4.G herein.
Section 8. Construction Change Orders. The following change order
authorizations are hereby established for items of work to be paid by MOUNTLAKE
TERRACE:
A. The EDMONDS Public Works Director / City Engineer, with the prior
written concurrence of the MOUNTLAKE TERRACE City Engineer, may
authorize change order requests up to $40,000 per change order;
PROVIDED that such change order does not place the total amount of
change orders over the management reserve, in which case, the
EDMONDS City Council must approve the change order.
B. Each change order request exceeding $40,000 shall be reviewed by both
EDMONDS (by its Mayor or City Council, as directed by its internal
policies) and MOUNTLAKE TERRACE (by its City Council) for
approval or denial, and any such approval shall require the concurrence of
both Parties.
C. MOUNTLAKE TERRACE approved change order(s) involving a change
in scope shall have the scope change authorized in writing by
MOUNTLAKE TERRACE, and shall be subject to and increase or
decrease of the EDMONDS construction management fees set forth in
Section 4.13.
Section 9. Construction Claims and Disputes. If construction claims for
additional payment are made by the construction contractor and/or disputes result
regarding work in Bid Schedule D, EDMONDS shall endeavor to resolve the
claims/disputes. Provided however, EDMONDS shall obtain MOUNTLAKE TERRACE
approval prior to resolving the claims/disputes. MOUNTLAKE TERRACE will
participate in resolving claims/disputes as necessary. Financial responsibility for
approved construction claims/disputes arising from Bid Schedule D of CONTRACT BID
DOCUMENTS (pavement reconstruction, curb ramp installation, and conduit
installation) shall be the sole responsibility of MOUNTLAKE TERRACE. If such claims
exceed the sums set forth in Section 6, MOUNTLAKE TERRACE shall authorize in
writing additional sums to cover the cost of the claim/dispute.
Section 10. Construction Project Acceptance. Upon satisfactory completion
of Bid Schedule D of CONTRACT BID DOCUMENTS (pavement reconstruction, curb
ramp installation, and conduit installation), resolution of all claims for additional
payment, completion of all contract closeout documents and agreement between
EDMONDS and the contractor, EDMONDS shall recommend final acceptance to the
MOUNTLAKE TERRACE City Engineer. Approval by the MOUNTLAKE TERRACE
City Council shall be the responsibility of MOUNTLAKE TERRACE staff.
Section 11. Ownership and Disposition of Property. Bid Schedule D of
CONTRACT BID DOCUMENTS (pavement reconstruction, curb ramp installation, and
conduit installation) and all appurtenances thereof, constructed pursuant to this
Agreement shall become and remain the exclusive property of MOUNTLAKE
TERRACE upon completion.
Section 12. Administration; No Separate Entity Created. Pursuant to RCW
39.34.030, the parties hereby appoint a Contract Administrator who will be responsible
for administering this Agreement, and at the direction of the parties, this Contract
9
Administrator shall take such action as is necessary to ensure that this Agreement is
implemented in accordance with its terms. The Parties hereby designate the EDMONDS
Public Works Director, or his designee, as the Contract Administrator for this Agreement.
No separate legal entity is formed by this Agreement.
Section 13. Release, Indemnify, Defend and Hold Harmless Agreement.
Each Party to this Agreement shall be responsible for its own negligent and/or wrongful
acts or omissions, and those of its own agents, employees, representatives or
subcontractors, to the fullest extent required by the laws of the State of Washington.
Each Party agrees to protect, indemnify and hold the other Party harmless from and
against any and all such liability for injury or damage to the other Party or the other
Party's property, and also from and against all claims, demands, and causes of action of
every kind and character arising directly or indirectly, or in any way incident to, in
connection with, or arising out of work performed under the terms hereof, caused by its
own fault or that of its agents, employees, representatives or subcontractors.
Each Party specifically promises to indemnify the other Party against claims or
suits brought under Title 51 RCW by its own employees, contractors, or subcontractors,
and waives any immunity that each Party may have under that title with respect to, but
only to, the limited extent necessary to indemnify the other Party. This waiver has been
mutually negotiated by the Parties. Each Party shall also indemnify and hold the other
party harmless from any wage, overtime or benefit claim of any of the first Party's
employees, agents, representatives, contractors or subcontractors performing services
under this Agreement. Each Party further agrees to fully indemnify the other Party from
and against any and all costs of defending any such claim or demand to the end that the
other Party is held harmless therefrom.
Section 14. Governing Law and Venue. This Agreement shall be.governed by
the laws of the State of Washington. Any action arising out of this Agreement shall be
brought in Snohomish County Superior Court.
Section 15. No Employment Relationship Created. The Parties agree that
nothing in this Agreement shall be construed to create an employment relationship
between MOUNTLAKE TERRACE and any employee, agent, representative or
contractor of EDMONDS, or between EDMONDS and any employee, agent,
representative or contractor of MOUNTLAKE TERRACE.
Section 16. Notices. Notices to MOUNTLAKE TERRACE shall be sent to the
following address:
City of Mountlake Terrace
Public Works Director/Acting City Engineer
6100 219"' St. SW, Suite 200
Mountlake Terrace, WA 98043
Notices to EDMONDS shall be sent to the following address:
10
City of Edmonds
City Engineer
121 Fifth Avenue N.
Edmonds, WA 98020
Section 17. Incorporation of Exhibits, Final Opinion of Costs/Schedules.
Exhibits A and B and Final Opinion of Costs/Schedules are attached hereto and
incorporated by reference as though fully set forth.
Section 18. Duty to File Agreement With County Auditor. Pursuant to RCW
39.34.040, after this Agreement is executed by both Parties, EDMONDS shall either file
this Agreement with the Snohomish County Auditor or make it available on the
EDMONDS website.
Section 19. Integration. This document constitutes the entire embodiment of the
Agreement between the Parties, and, unless modified in writing by an amendment to this
Interlocal Agreement signed by the Parties hereto, shall be implemented as described
above.
Section 20. Non -Waiver. Waiver by any Party of any of the provisions
contained within this Agreement, including but not limited to any performance deadline,
shall not be construed as a waiver of any other provisions.
CITY OF MOUNTLAKE TERRACE
By: aj4e4 -
Arlene Fisher, City Manager
Date: 3131. k -5
ATTEST:
Virginia ]sen, City Clerk
APPROVED AS TO FORM:
11
CITY O1~'IEDMONDS
By:
Dave E, cling, Mayor
Date: Z
ATTEST:
APPROVED AS TO FORM:
(: �_,, '' � �-, - C, �
Gregor G. Schrag, City ttomey
12
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Exhibit "B"
Schedule of Work
2-inch Grind &
Overlay 228th St/Lakeview Drive
Item
Unit
Quantity
Unit Price
Cost
Flaggers
HR
250
$0
Saw Cutting Existing Pavement
LF
220
$0
HMA Cl. 1/2 In. PG 64-22
TON
910
$0
Planing Bituminous Pavement - 2 In,
SY
7300
$0
Adjust Catch Basin
EA
18
$0
Inlet Protection
EA
16
$0
Erosion/Water Pollution Control
EST
1
$0
Raised Pavement Marker Type 2
HUND
1
$0
Adjust Monument Case and Cover
EA
2
$0
Paint Line
LF
2270
$0
Plastic Wide Lane Line
LF
390
$0
Plastic Crosswalk Line
SF
580
$0
Plastic Stop Line
LF
30
$0
Plastic Traffic Arrow
EA
4
$0
Temporary Pavement Marking
LF
5400
$0
Adjust Gas Valve Box
EA
3
$0
Adjust Water Valve Box
EA
20
$0
Adjust Sanitary Sewer Manhole
EA
2
$0
SUBTOTAL =
$0
Item
Unit
Quantity
%of subtotal
Cost
Roadway Surveying
LS
1
1.5%
$0
Mobilization
LS
1
5.0%
$0
Project Temporary Traffic Control
LS
1
1.5%
$0
Traffic Control Supervisor
LS
1
1.5%
$0
Pedestrian Traffic Control
LS
1
0.5%
$0
OVERLAY TOTAL =
$0
Final 228th Estimate 2-26-15.xlsm
MASTER Summary
Std, Spec
Item No. Section
Schedule A - Road'
1 1-04.4SF
2 1-05.4SP
3 1-05.4SP
4 1-05.45P
5 1-05.18SP
6 1-07.11SP
7 1-07.15
8 1-07.17SP
9 1-08.3SP
10 1-09.7
11 1-10SF
12 I-10SP
13 1-10SF
14 1-1C)SP
15 2-01SP
16 2-01SP
17 2-02SF
18 2-02SF
19 2-02SP
20 2-42SP
21 2-02SF
22 Zf)2SF
23 2-Q2SP
24 2-02SF
25 2-02SP
26 2-03
27 2-03
28 2-03
29 2-09
30 2-09
31 2-12
32 4-04
33 4-04
34 5.04SP
35 5-04SF
36 S-04SF
37 5-04SP
38 5-04
39 5-04
40 5-04
41 6-04SP
42 o"-13SP
43 6-13
44 6-13SP
45 6-26SF
46 n"-20SP
47 7-01
48 7-01
49 7-01
50 7-04
51 7-04
52 7-04SP
53 7d14
54 7-C15
55 7-05
56 7-05
57 7-05
58 7-05
59 7-05SP
60 7-05SP
61 74)5
62 7.0$SP
63 7.05SP
64 7-05SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2/26/15
ITEM UNITS QUANTITY UNIT PRICE AMOUNT
u�ay
Unexpected Site Changes
EST
1
$ 30,000
$ 30,000
Structure Surveying
LS
1
$ 20,800
$ 20.800
Roadway Surveying
LS
1
$ 49,000
$ 49,000
Licensed Surveying
EST
1
$ 5,000
$ 5,000
Record Drawings Minimum Bid $7.500
LS
1
$ 7.500
$ 7,500
Training
FIR
400
$ 5
$ 2.000
SPCC Plan
LS
1
$ 2,500
$ 2,500
Potholing
EA
60
$ 500
$ 30,000
'Type B Pro ress Schedule
LS
1
$ 10,000
$ 10,000
Mobilization
LS
1
$ 220,000
$ 220,000
Project Temporary Traffic Control
LS
1
$ 82,400
$ 82,400
Fla ers
HR
3,970
$ 50
$ 198.500
Traffic Control Supervisor
LS
1
$ 80,500
$ 80,500
Off -Duty Uniformed Police Officer Min, Bid $45.00
HP
100
$ 45
$ 4,500
Clearing and Grubbin
AC
1
$ 6,000
$ 6,000
'Tree Removal 12-Inch Diam. And Over
EA
21
$ 500
$ 10,500
Removal of Structure and Obstruction
LS
1
$ 32,000
$ 32,000
Removing Cement Conc. Sidewalk
SY
800
$ 15
$ 12,000
Removing Cement Conc Curd and Gutter
LF
1,150
$ 10
$ 11,500
Re ryxMng Cement Conc. Gutter
LF
50
$ 1s
$ 750
Removing Asphalt Conc. Pavement
SY
3,400
$ 15
$ 51,000
Removing Traffic Curb
LF
1,130
$ 10
$ 11,300
Re movIng Traffic. Wand
SY
330
S 50
$ 16,500
Removing ExTisfing Draina e Pie
LF
1,500
$ 10
$ 15.000
Removing Drainage Structure
EA
16
$ 750
$ 12,000
Roadway Excavation Incl. Haul
CY
50
$ 50
$ 2,500
Gravel Borrow Incl. Haul
TON
7,390
$ 20
$ 147,800
Ditch Excavation Incl. Haul
CY
260
$ 25
$ 6,500
Structure Excavation Class B Incl. Haul
CY
1,620
$ 20
$ 32,400
Shoring or Extra Excavation Class B
SF
10,000
$ 1
$ 10,000
Construction Geotextile for Underground Drainage
SY
300
$ 5
$ 1,500
Crushed Surfacing Base Course
TON
1,460
$ 30
$ 43,800
Crushed Surfacing Top Course
TON
60
$ 30
$ 1.800
Planing Bituminous Pavement -2In.
SY
3840
$ 6
$ 23,040
Planing Bituminous Pavement -4In.
SY
380
$ 11
$ 4,180
Planing Bituminous Pavement- 10 In,
SY
1,400
$ 14
$ 19,600
Geotextile for Pavin
SY
4,500
$ 2
$ 9,000
HMA Cl. 1/2 In. PG 64-22
TON
3,500
$ 100
$ 350,000
HMA Cl. 1/21n. PG 58-22
TON
30
$ 110
$ 3,300
Commercial HMA
TON
40
$ 80
$ 3,200
Asphalt Cost Price Adjustment
CALC
1
$ 5,955
$ 5,955
Structural Earth Wall
SF
3,230
$ 35
$ 113.050
Gravel Borrow for Structural Earth Wall Incl. Haul
CY
760
$ 40
$ 30400
Concrete To Ca For Wall
LF
680
$ 25
$ 17,000
Modular Block Wall
SF
620
$ 30
$ 18,600
Double Modular Block Wall
SF
110
$ 60
$ 6,600
Underdrain Pipe 361n. Diam.
LF
130
$ 100
$ 13,000
Drain Pipe 8 In. Diam.
LF
30
$ 25
$ 750
Gravel Backfill for Drain
CY
100
$ 35
$ 3,500
Schedule A Storm Sewer Pipe 12 In. Diam
LF
970
$ 45
$ 43.650
Schedule A Storm Sewer Pipe 18 In. Diam
LF
470
$ 60
$ 28,200
Ductile Iron Storm Sewer Pipe 12 In. Diam.
LF
370
$ 75
$ 27,750
Testing Storm Sewer Pie
LF
1,810
$ 3
$ 5,430
Catch Basin Type 1
EA
30
$ 1,300
$ 39.000
Catch Basin Type 2 48 In. Diam.
EA
11
$ 3,200
$ 35,200
Catch Basin Type 2 541n, Diam.
EA
4
$ 5,200
$ 20,800
Catch Basin Type 2 60 In. Diam.
EA
1
$ 6.000
$ 6,000
Catch Basin Type 2 60 In, Diam. With Flow Restrictor
EA
1
$ 5.700
$ 5,700
Catch Basin T e 2 72 In. Diam. With Weir Wall
EA
1
$ 8.000
$ 8 000
Connection to Drainage Structure
EA
19
$ 900
$ 17,100
Ad ust Catch Basin
EA
13
$ 450
$ 5,850
A Just Draina a Manho a
EA
8
$ 600
$ 4,800
Adjust Fiber Manhole
EA
4
$ 500
$ 2,000
Adjust Sanitary Sewer Manhole
EA
10
$ 500
$ 5,000
X:\Edinonds, City of\Projects\20110010 - 228th Street linproveinents\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15.xlsm 2/26/2015
Final 228th Estimate 2-26-15.xlsm
MASTER Summary'
65 7-06SP
66 7-06SP
67 7.08SP
68 7-1 ZSP
69 7-20SP
70 7-20SP
71 7-20SP
72 7-21 SP
73 8-01
74 8-01
75 8-01
76 8-018P
77 8-01 SP
78 0-02
79 B-02SP
80 8-02
81 8-026P
82 8-04
83 8-04
84 8-05SP
85 8-085P
86 8-07
87, 8-07
88 8-09
89 M113
90 8-125P
91 8-12SP
92 8-12
93 8-135P
94 8-14SF
95 8-14SP
96 8-145F
97 8-14SP
98 8-188F
99 8-195P
100 8-20SP
101 8-20SF
102 8-20SP
103 8-208F
104 8-20SP
105 8»20
106 8-21 SP
107 8-21SP
108. 8-22
109 8-22
110 8-22
111 8-22
112 8-22
113 8-22.
114 0-22
115 8-23
116 8-26SF
117 8-27SP
118 6-28SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2/26/15
Media Filter Catch Basin
EA
1
$ 20,000
$ 20,000
Media Filter VauIt
EA
1
$ 50,000
$ 50,000
Steel Casing 24 In. Diam
LF
27
$ 200
$ 5,400
Adjust Water Valve Box
EA
24
$ 400
$ %600
Detention Vault
LS
1
$ 328,000
$ 328,000
Structure Excavation Class A Incl. Haul
CY
2,720
$ 30
$ 81,600
Shoring or Extra Excavation Class A
LS
1
$ 80,000
$ 80,000
Amended Soil
CY
60
$ 140
$ 8,400
Inlet Protection
EA
52
$ 95
$ 4,940
Silt Fence
LF
960
$ 5
$ 4,800
Stabilized Construction Entrance
SY
490
$ 20
$ 9,800
Erosion and Water Pollution Control
LS
1
$ 78,500
$ 78,500
SWPPP Preparation and Maintenance
LS
1
$ 2,500
$ 2,500
Bark or Wood Chip Mulch
CY
40
$ 45
$ 1,800
Topsoil Type A
CY
90
$ 50
$ 4,500
;ZelkovaSerrataStreet Tree 21/2caQ
EA
1
$ 1,500
S 1,500
Property Restoration
EST
1
$ 30,000
$ 30,000
Cement Conc. Pedestrian Curb
LF
60
$ 25
$ 1,500
Cement Conc, Traffic Curb and Gutter
LF
2,500
$ 25
$ 62,500
Low Profile Barrier Curb
LF
950
$ 35
$ 33,250
Cement Conc. Driveway Entrance
SY
190
$ 75
$ 14,250
Precast Sloped Mountable Curb
LF
30
$ 30
$ 900
Precast Dual Faced Sloped Mountable Curb
LF
820
$ 30
$ 24.600
Raised Pavement Marker Type 1
HUND
3
$ 650
$ 1950
Raised Pavement Marker Type 2
HUND
4
$ 650
$ 2,600
Coated Chain Link Fence Type 3
LF
220
$ 30
$ 6,600
Coated Chain Link Fence Type 42 Inch
LF
300
$ 30
$ 9,000
Coated Single 6 Ft. Chain Link Gate Type 42 In.
EA
1
$ 800
$ 800
Adjust Monument Case and Cover
EA
4
$ 500
$ 2,000
Cement Conc.Sidewalk
SY
1,000
$ 70
$ 70,000
Cement Conc. Curb Ramp Type Parallel
SY
280
$ 160
$ 44.800
Cement Conc. Curb Ramp Type Perpendicular
SY
30
$ 160
$ 4.800
Dement Conc. Curb Ramp Type Directional
SY
20
$ 160
$ 3,200
Mailbox Support
EA
2
$ 500
$ 1,000
Pedestrian Railin
LF
160
$ 250
$ 40,000
Traffic Signal System SR99/228th
LS
1
$ 310,000
$ 310,000
Traffic Si nal System 228th/76th
LS
1
$ 218,000
$ 218.000
'Traffic Signal Interconnect System Complete
LS
1
$ 28,000
$ 28,000
Illumination System Complete - South
LS
1
$ 25,000
$ 25,000
Relocate Private Light
EA
1
$ 300
$ 300
(Directional Boring
LF
750
$ 75
$ 56,250
Permanent Signing
LS
1
$ 14,400
$ 14,400
Radar Feedback Sin
EA
1
$ 5,000
$ 5,000
(Paint Line
LF
5,.090
$ 1
$ 5,090
(Plastic Wide Lane Line
LF
4,810
$ 4
$ 19,240
Plastic Crosswalk Line
SF
1650
$ 7
$ 11,550
(Plastic Stop Line
LF
330
$ 10
$ 3,300
(Plastic Traffic Arrow
EA
25
$ 150
$ 3,750
(Plastic Traffic Letter
EA
16
$ 100
$ 1,600
(Plastic Bic cle Lane Symbol
EA
18
$ 150
$ 2,700
Temporary Pavement Marking
LF
19,800
$ 1
$ 19,800
:Stamped Concrete
SY
300
$ 120
S 36 000
Adjust Gas Valve Box
EA
5
$ 300
$ 1,500
Wood Board Fence
LF
30
$ 40
$ 1,200
SCH. A SUBTOTAL
$ 3,850,975
KAEdmonds, City of\Projects\20110010 - 228th Street Improveinents\Design\Estimates\Final Estimate\Final 228th Estimate_2-26-15,xlsm 2/26/2015
Final 228th Estimate 2-26-15.xlsm
MASTER Summary
Schedule B - Watei
1 1-94.4SP
2 "S,4SP
3 1-05.185P
4 1-07.17SP
5 1-09.7
6 1-10SP
7 1-10SP
8 1-105P
9 2.02SP
10 5-04
11 7-N9SP
12 7-09SP
13 7-09SP
14 7-09SP
15 7-WSP
16 7-09SP
17 7-09SP
18 7-09SP
19 7-09SP
20 7-096P
21 7-15SP
22 7-155P
23 8-01SP
24 8-02SP
Schedule C - Sasit
1 1-04.45P
2 1-05.4SP
3 1-05.185P
4 1-07.17SP
5 1-09.7
6 1-10SP
7 1-10SP
8 1-10Sp
9 2-03
10 2-09
11 2-09
12 5-04
13 7-05
14 7-05
15 7-05SP
16 7-085
17 7-17
18 7-17
19 7-17SP
20 7-17SP
21 7-17SP
22 7-17SP
23 7-19SP
24 8-01SP
25 8-02SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2/26/15
System
Unexpected Site Chan es
EST
1
$ 10,000
$ 10.000
Roadway Surveying
LS
1
$ 90o
$ 900
Record Drawings Minimum Bid $2,000
LS
1
$ 2,000
$ 2,000
Potholing
EA
5
$ 500
$ 2,500
Mobilization
LS
1
S 3,000
$ 3.000
Project Temora Traffic Control
LS
1
$ 1,100
$ 1,100
Flaaaers
HR
120
$ 50
$ 6,000
Traffic Control Supervisor
LS
1
$ 3,000
$ 3,000
Removing Asphalt Conc. Pavement
SY
100
$ 15
$ 1,500
Commercial HMA
TON
20
S 80
$ 1,600
Tem ora ump Connection
EA
6
$ 2,000
$ 12,000
Tapping Sleeve and Valve Assembly 12 In. x 6 In.
EA
1
$ 4,000
$ 4,000
5-In. 45' Bend
EA
1
$ 250
$ 250
6-In. 11,25° Bend
EA
1
S 250
$ 250
,6" Cap or Plug
EA
2
$ 250
$ 500
Ductile Iron Pipe for Water Main 6 In. Diam.
LF
45
$ 70
$ 3,150
Bank Run Gravel for Trench Backfill
LF
45
$ 5
$ 225
Split Wedge Activated Restraint Harness
EA
4
$ 1.250
$ 5.000
Remove Existing Water Main Pipe
LS
1
$ 2,000
$ 2,000
Temporary Water Main Support
LS
1
$ 3,000
$ 3,000
Service Connection 1 In. Diam.
EA
2
$ 1,400
$ 2,800
Service Connection 21n. Diam.
EA
1
$ 2.000
$ 2,000
Erosion and Water Pollution Control
LS
1
$ 1,100
$ 1,100
Property Restoration
EST
1
$ 2,000
$ 2,000
WSST@ 9.5%
$ 6,448
SCH. B SUBTOTAL
$ 76 323
ary Sewers stem
Unexpected Site Changes
EST
1
$ 10,000
$ 10,000
Roadway Surveying
LS
1
$ 2,700
$ 2,700
Record Drawin s Minimum Bid $2 000
LS
1
$ 2,000
$ 2,000
Potholing
EA
5
$ 500
$ 2,500
MobTzation
LS
1
$ 10,000
$ 10,000
Project Temporary Traffic Control
LS
1
$ 3,300
$ 3,300
Flaggers
HR
160
$ 50
$ 8,000
Traffic Control Supervisor
LS
1
$ 3,000
$ 3.000
Gravel Borrowlncl. Haul
TON
510
$ 20
$ 10.200
Structure Excavation Class B Incl. Haul
CY
580
$ 20
$ 114600
Shorinjg or Extra Excavation Class B
SF
4.480
$ 1
$ 4,480
Commercial HMA
TON
10
$ 80
$ Soo
Manhole 48 In, Diam Type 1
EA
4
$ 5,000
$ 20.000
(Manhole Additional Height 481n. Diam. Type 1
LF
13
$ 600
$ 7,800
iDrop Manhole Connection
EA
1
$ 1,000
$ 1,000
Steel Casing 12 In. Diam
LF
12
$ 100
$ 1.200
'PVC Sanitary Sewer Pipe 8 In. Diam.
LF
360
$ 110
$ 39,600
-resting Sewer Pie
LF
360
$ 3
$ 1.080
Sewage Diversion
LS
1
$ 20,000
$ 20 000
Connections to Sanitary Sewer Manhole
EA
4
$ 900
$ 3,600
!Removing Existing Sanitary Sewer Pie
LF
340
$ 10
$ 3,400
'Removing Sanitary Sewer Manhole
EA
2
$ 750
$ 1,500
Sewer Service
EA
1
$ 1,000
$ 1,000
Erosion and Water Pollution Control
LS
1
$ 3,300
$ 3,300
Property Restoration
EST
1
$ 2,000
$ 2,000
WSST @ 9.5%
$ 16,346
SCH. C SUBTOTAL
$ 190,4061
X:\Edmonds, City oRProjects\20110010 - 228th Street linprovements\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15„Ism 2/26/2015
Final 228th Estimat L.2-26-15,xlsm
MASTER Summary
Schedule D - Moun
1 1 04ASP
2 1-05.46P
3 1-08.35P
4 1-09.7
5 1-10SP
6 1-10SP
7 1-10SP
8 2-02SP
9 2-025P
10 4.0
11 5-04SP
12 5-04
13 M4SP
14 7-05
15 7-05SP
16 7-05SP
17 7-12SP
18 8-01
19 8-01SP
20 8-01 SP
21 8-02SP
22 8-04
23 $-09
24 8-13SP
25 8-14
26 8-14SP
27 8-14SP
28 8-20
29 8-22
30 8-22
31 8-22
32 B-22
33 8-22
34 9-22
35 &23
36 8.27SP
Schedule E - Admit
1-03.45P
Schedule F - SR99
1 1-04.4SP
2 1-07SP
3 1-05.18SP
4 1-09
5 1-10SP
6 2-025P
7 2.02SP
8 8-01
9 8-14
10 8-20SP
11 B-20SP
12 B-20SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2126/15
tlake Terrace
Unexpected Site Changes
EST
1
$ 10,000
$ 10.000
Roadway Sulve. ng
LS
1
$ 8.800
$ 8,800
Type B Progress Schedule
LS
1
$ -
$
(Mobilization
LS
1
$ 31,000
$ 31,000
IPro'ect Temporary Traffic Control
LS
1
$ 11,000
$ 11,000
IFlaggers
HR
530
$ 50
$ 26,500
Traffic Control Supervisor
LS
1
$ 10,000
$ 10,000
Removing Cement Conc. Sidewalk
SY
90
$ 15
$ 1,350
IRemoving Cement Conc. Curb and Gutter
LF
140
$ 10
$ 1,400
Crushed Surfacing Base Course
TON
1.380
$ 30
$ 41,400
IPlaning Bituminous Pavement- 10 In.
SY
6,600
$ 14
$ 92,400
IHMA Cl. 1121n. PG 64-22
TON
2,250
S 100
5 225,000
,Asphalt Cost Price Adjustment
CALL
1
$ 3,796
$ 3,796
Adjust Catch Basin
EA
10
$ 450
$ 4,500
Adjust Drainage Manhole
EA
11
$ 600
$ 6,600
,Adjust Sanitary Sewer Manhole
EA
4
$ 500
$ 2,000
,Adjust Water Valve Box
EA
19
$ 400
$ 7,600
(Inlet Protection
EA
12
$ 95
$ 1.140
(Erosion and Water Pollution Control
LS
1
$ 11,000
$ 11,000
:SWPPP Preparation and Maintenance
LS
1
$ 750
$ 750
Property Restoration
EST
1
$ 5,000
$ 5,000
Cement Conc. Traffic Curb and Gutter
LF
170
$ 25
$ 4,250
(Raised Pavement Marker Type 2
HUND
2
$ 650
$, 1,300
,Adjust Monument Case and Cover
EA
2
$ Soo
$ 1,000
Cement Conc.Sidewalk
SY
30
$ 70
$ 2,100
Cement Conc. Curb Ramp Type Parallel
SY
40
$ 160
$ 6,400
Cement Conc. Curb Ram T e Sin le Direction
SY
30
$ 160
S 4,800
Conduit Pipe 2 In. Diam.
LF
1,000
$ 10
$ 10,000
(Paint Line
LF
2,550
$ 1
$ 2,550
(Plastic Wide Lane Line
LF
570
$ 4
$ 2,280
IPlasticCrosswalk Une
SF
580
$ 7
$ 4,060
IPlastic Stop Line
LF
30
$ 10
$ 300
Plastic Traffic Arrow
EA
4
$ 150
$ 600
Plastic Bic cle Lane Symbol
EA
2
$ 150
$ 300
Tempora Pavement Markin
LF
6.300
$ 1
$ 6,300
Adjust Gas Valve Box
EA
3
$ 300
$ 900
SCH. D SUBTOTAL
$ 548,376
iistration Non -Federal Participat€ng
Contract Bond Extension
LS
1
$ 20,000
$ 20,000
SCH. E SUBTOTAL
$ 20,000
Illumination
Unexpected Site Changes
EST
1
$ 10,000
$ 10.000
SPCC Plan
LS
1
$ 1,000
$ 1,000
Record Drawings Minimum Bid $2,000
LS
1
$ 2,000
$ 2.000
MoUTization
LS
1
$ 25,000
$ 25,000
Project Temporary Traffic Control
LS
1
$ 19,000
$ 19,000
Off -Duty Uniformed Police Officer Min. Bid $45.00
HR
40
$ 45
$ 1 800
Removing Cement Concrete Sidewalk
SY
200
$ 30
$ 6,000
inlet Protection
EA
20
$ 80
$ 1,600
Dement Conc. Sidewalk
SY
200
$ 40
$ 8,000
Potholing Luminaire Foundation Locations
EA
19
$ 1,500
$ 28.500
Illumination System, Complete - North
LS
1
$ 349,000
$ 349 000
Repair of Existing Damaged Conduits
LS
1
$ 10,000
$ 10,000
SCH. F SUBTOTAL
$ 461,900
SCH. A - SCH. F SUBTOTAL $ a,147,980
X:\Edmonds, City of\Projects\20110010 - 228th Street linproveinents\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15.Asin 2/26/2015
Final 228th Estimate 2-26-15.xlsm
MASTER Summary
Schedule H - 76th
1 1-04.4SF
1 1-05.4SF
2 1-09.7
3 1-10SF
4 1-10SF
5 1-10SF
6 5-04SF
7 5-04
8 5-04SF
9 5-04SF
10 7-05
11 7-05SF
12 7-12SF
13 8-01
14 8-01SP
15 8-02SF
15 8-27SP
Schedule I - 228th
1 1•-04.4SF
1 1-05,4SP
2 1-09.7
3 1-1USF
4 1-10SF
5 1-108F
6 5-®Z
7 5-04SF
8 5-04SF
9 5-u4SF
10 "4SF
11 7-0.
12 7-12SF
13 8-01
14 8-018F
15 8-02SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2/26/15
Bid Alternate 1
We W Overlay
Unexpected Site Changes
EST
1
$ 5,000
$ 5.000
Roadway Surveying
LS
1
$ 500
$ 500
Mobilization
LS
1
$ 4,000
$ 4,000
Project Temporary Traffic Control
LS
1
$ 1,400
$ 1,400
(Flaggers
HR
100
$ 50
$ 5,000
Traffic Control Supervisor
LS
1
$ 1,200
$ 1,200
Geotextile for Paving
SY
2,500
$ 2
$ 5,000
IHMA Cl. 1/2 In. PG 64-22
TON
280
$ 100
$ 28.000
Planing Bituminous Pavement -2In.
SY
2,320
$ 6
$ 13.920
Asphalt Cost Price Adjustment
CALC
1
$ 472
$ 472
AdLst Catch Basin
EA
5
$ 450
$ 2,250
Ad ust Draina a Manhole
E
3
600
$ 1,800
Adjust Water Valve Box
EA
7
$ 400
$ 2,800
Inlet Protection
EA
7
$ 95
$ 665
(Erosion and Water Pollution Control
LS
1
$ 1.400 1
$ 1,400
Property Restoration
EST
1
$ 2,000
$ 2,000
Adjust Gas Valve Box
EA
1
$ 300
$ 300
SCH. H SUBTOTAL
$ 75,707
Bid Alternate 2
St SW Overlay
Unexpected Site Changes I
EST
1
$ 5,000
$ 5,000
Roadway Surve in
LS
1
$ 500
$ 500
.Mobilization
LS
1
$ 2,000
$ 2,000
Project Temporary Traffic Control
LS
1
$ 700
$ 700
Flag ers
HR
80
$ 50
$ 4.000
Traffic Control Supervisor
LS
1
$ 1.000
$ 1,000
HMA Cl. 1/2 In. PG 64-22
TON
140
$ 100
$ 14,000
Geotextile for Paving
SY
1,100
$ 2
1 $ 2,200
Planing Bituminous Pavement -2In.
SY
1,010
$ 6
$ 6,060
Planing Bituminous Pavement -4In.
SY
80
$ 11
S 880
Asphalt Cost Price Adjustment .
CALC
1
$ 236
$ 236
Adjust Catch Basin
EA
2
$ 450
$ 900
Adjust Water Valve Box
EA
3
$ 400
$ 1,200
Inlet Protection
EA
3
$ 95
$ 285
Erosion and Water Pollution Control
LS
1
$ 700
$ 700
Property Restoration
EST
1
$ 2,000
$ 2,000
:SCH. I SUBTOTAL
$ 41,661
Bid Alternate 3
Schedule G - Decorative Median Treatment
1 8-26SP
Decorative Median Treatment
LF
295
$ 400
$ 118,000
2 8-266P
Median Art Element
LF
130
$ 300
$ 39,000
'SCH. G SUBTOTAL
1
$ 157,000
SCH. A - SCH. I SUBTOTAL
$ 5,422,348
Inflation Adjustment (3%)
$ 162,700
Ci PM/Admin 3%)
$ 162,700
Construction Management 15%
$ 813,400
Management Reserve 10%
$ 542,300
OPINION OF COST - TOTAL
$ 7,103,448
X:\Edrnonds, City of\Projects\20110010 - 228th Street Improvements\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15.xlsm 2/26/2015
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