Mountlake Terrace Interlocal Agreement for 228th St SW Corridor Improvements Project Design and Construction228'`' 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 2281h 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 228th Corridor
Improvements to improve EDMONDS' transportation system by constructing a new
section of 228"' St between State Route 99 and 76"' Ave and installing new traffic signals
at the intersections of 228"' St and State Route 99 and 228"' St and 76"' 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"' 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% 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 228th St/Lakeview Drive; and
WHEREAS, MOUNTLAKE TERRACE made the determination during final
designs to reconstruct 228th 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 228th 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 228th
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 228t1' 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
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 228th 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 2281h St/Lakeview Drive; (2) pavement reconstruction of 228"'
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 2281h 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 228th 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 228th
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 228th 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 228th
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 228th 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
228T" CORRIDOR PROJECT; and
3. The actual cost to design and reconstruct 228th 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
11
unit bid prices specified in the awarded construction contract for the
228" 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 228"'
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 228"' 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.
0
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 228th 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 228"' 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 fonn 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 228`1' 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
VA
• 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 228" 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 2281h 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
26
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:
Arlene Fisher, City Manager
Date: 3 131 15
ATTEST-,
VirginiaAsen, City Clerk
CITY DMONDS
By: — —�---
Dave E rrling, : Iayor
Date: 3 Z % S
ATTEST:
,6 � /�_.
=� F,'
APPROVED AS TO FORM: APPROVED AS TO FORM:
11
Gregor G. Schrag, City Attorney
12
Office of the City Attorney
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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 =
$o
Final 228th Estimate 2-26-15.xlsm
MASTER Summary .
Std_ Spec
Item No. Section
Schedule A - Road'
1 1-04,4SP
2 1-05ASP
3 1-05,4SP
4 1-05ASP
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 1-10SP
12 1-10SP
13 1-105P
14 1-1OSP
15 2-01SP
16 2-01SP
17 "2SP
18 2-026F
19 2-02SF
20 2-025F
21 2-02SP
22 2-02SF
23 2-025P
24 2-02SP
25 2-025P
26 2.02
27 2-W
28 2-02
29 2-OG
30 2-OS
31 2-12
32 4-04
33 4-04
34 5-04SP
35 5-04SP
36 5-04SP
37 5-04SP
38 5-04
39 5-04
40 5.04
41 6-04SF
42 6-13SP
43 6-13
44 6-135P
45 6-20SP
46 6-2051'
47 7-01
48 7-01
49 7-01
50 7.04
51 7-04
52 7-04SP
53 7-04
54 7-05
55 7-05
56 7.05
57 7.05
58 7-05
59 7-05SP
60 7-05SP
61 7-05
62 7-05SP
63 7-05SP
64 7-05SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2126/15
L---
ITEM UNITS QUANTITY UNIT PRICE AMOUNT
ma
Unexpected Site Clean es
EST
1
$ 30,000
$ 30,000
Structure Surve In
LS
1
$ 20,800
$ 20.800
Roadway Surve i
LS
1
$ 49,000
$ 49.000
(Licensed Surveying
EST
1
$ 5,000
$ 5.000
Record ❑ravui s Minimum Bid $7,5015
LS
1
$ 7,500
$ 7,500
Trainin
HR
400
$ 5
$ 2,000
SPCC Playa
LS
1
$ 2,500
$ 2,500
IPotholin
EA
60
$ 500
$ 30,000
1yeA B Pmqress Schedule
LS
1
$ 10,000
$ 10,000
Mobilization
LS
1
$ 220,000
$ 220,000
Project Temporary Traffic Control
LS
1
$ 82,400
$ 82,400
Flaggers
HR
3,970
$ 50
$ 198,500
Traffic Control Supervisor
LS
1
$ 80,500
$ 80,500
Off -Duty Uniformed Police Officer (Min. Bid $45.00)
HR
100
$ 45
$ 4,500
Clearing and Grubbing
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 Cone. Sidewalk
SY
800
$ 15
$ 12,000
Removing Cement Conc. Curb and Gutter
LF
1,150
$ 10
$ 11,500
Removing Cement Cone. GUtteF
LF
50
$ 15
$ 750
Removing Asphalt Conc. Pavement
SY
1 3,400
$ 15
$ 51,000
Removing Traffic Curb
LF
1,130
$ 10
$ 11,300
Removing Traffic Island
SY
330
$ 50
$ 16,500
Rernovinq Existing Drainage Pipe
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 Inc. 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 $
SF
10,000
$ 1
$ 10,000
Construction GeolexWe 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
3,840
$ 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 Pav-ing
SY
4,500
$ 2
$ 9,000
HMA Cl. 1/2 In. PG 64-22
TON
3,500
$ 100
$ 350,000
HMA Cl. 1/2 In. 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
$ 30,400
Concrete Top Cap For Wail
LF
680
$ 25
$ 17,000
Modular Block Wall
SF
620
$ 30
$ 18,600
Double Modular Block Wall
SF
110
$ 60
$ 6.600
Underdrain Pipe 36 In. Diam.
LF
130
$ 100
$ 13.000
Drain Pipe 8 In, Diam.
LF
30
$ 25
$ 750
Gravel BackFll for Draln
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. Diem
LF
470
$ 60
$ 28.200
Ductile Iron Storm Sewer Pipe 12 In. Diam.
LF
370
$ 75
$ 27,750
Testing Storm Sewer Pipe
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 54 fin. Diam.
EA
4
$ 5,200
$ 20,800
Catch Basin Type 2 60 tin. Diam.
EA
1
$ 6,000
$ 6,000
Catch Basin Type 2 60 In. Dlam. Wilh Flow Restrictor
EA
1
$ 5,700
$ 5,700
Catch Basin Type 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
Adjust Drainage Manhole
8
$ 600
$ 4.800
Adjust Fiber Manhole
EA
4
$ 500
$ 2,000
Adjust Sanitary Sewer Manhole
EA
10
$ 506
$ 5,000
X:\Edmonds, City of\Projects\20110010 - 228th Street Improvements\Design\Estimates\Final Estimate\Final 228th Estimate_2-26-15.xlsm 2/2612015
Final 228th Estimate_2-26-15.xlsm
MASTER Summary
65 7-06SP
66 7-06SP
67 7-08sP
68 7-12SP
69 7-20SP
70 7-2aSP
71 7-20SP
72 7-21SP
73 8-01
74 8-01
75 8-01
76 8-01SP
77 8-01 sP
78 8.02
79 8-02sP
80 "2
81 8-02sP
82 e-04
83 8-04
84 9-055
85 a-06sP
86 E 4
87 8-07
88 S 09
89 8 09
90 8-128P
91 8-12SP
92 8-12
93 8-136P
94 8-14SP
95 8-14S
96 8-14sP
97 8-14s
98 8-185
99 8-165P
100 a-20sP
101 a -MP
102 8-205
103 B-20SP
104 B-20SP
105 8-20
106 8-21SP
107 8-21SP
108 B-2
109 8-2
110 8-22
111 8-22
112 8-22
113 8-22
114 8-22
115 9-23
116 9-26SP
117 8-27SP
118 a-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 Vault
EA
1
$ 50,000
$ 50,000
:Steel Casin2 24 In. Diam
LF
27
$ 200
$ 5,400
Adjust Water Valve Box
EA
24
$ 400
$ 9,600
(Detention Vault
LS
1
$ 328.000
$ 328.000
Structure Excavation Class A Incl, Haul
CY
2,720
$ 30
$ 81,600
:Shorinq 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
,Zelkova Serrata Street Tree 2 1 /2 cal.)
EA
1
$ 1,500
$ 1 500
(Pro a 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
iRaised Pavement Marker T e 1
HUND
3
$ 650
$ 1,950
IRaisedPavement 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 ape 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
Cement Conc. Curb Ramp Type Directional
SY
20
$ 160
$ 3,200
(Mailbox Support
EA
2
$ 500
$ 1,000
:Pedestrian Railina
LF
160
$ 250
$ 40.000
Traffic Signal System SR99/228th
LS
1
$ 310,000
$ 310.000
Traffic Signal 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 Si nin
LS
1
$ 14.400
$ 14,400
(Radar Feedback Sin
EA
1
$ 5,000
$ 5,000
(Paint Line
LF
5,09D
$ 1
$ 5,090
(Plastic Wide Lane Line
LF
4,810
$ 4
$ 19,240
!Plastic Crosswalk Line
SF
1,650
$ 7
$ 11,550
(Plastic StopLine
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
IF
19,800
$ 1
$ 19,800
Stamped Concrete
SY
300
$ 120
$ 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
X:\Edmonds, City of\Projects\20110010 - 228th Street Improvements\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15-Asm 2/26/2015
Final 228th Estimate_2-26-15.xlsm
MASTER Summary
Schedule B - Watei
1 1-04ASP
2 1-05.4SP
3 1-05.18SP
4 1-07.17SP
5 1-09.7
6 1-10sP
7 1-1 oSP
8 1-105P
9 2-028P
10 5-04
11 7-09SP
12 7-09SP
13 7-09SP
14 7-09SP
15 7-095P
16 .7-09SP
17 7-09SP
18 7-09SP
19 7-09SP
20 7-09SP
21 7-158F
22 7-15SP
23 8-01SP
24 8-02SP
Schedule C -Sanit
1 1-04.45P
2 1-45.4SP
3 1-05.18SP
4 1-07.17$P
5 1-09.7
6 1-105P
7 1-1oSP
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 7-08SP
17 7-17
18 7-17
19 7-17SP
20 7-17SP
21 7-17SP
22 7-17SP
23 7-1'9SP
24 8-01SP
25 "2SP
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2/26/15
System
IJnex ected Site Changes
EST
1
$ 10.000
$ 10,000
Roadway Surveying
IS
1
$ 900
$ 900
Record Drawings (Minimum Bid $2,000)
LS
1
$ 2.000
$ 2.000
Potholin
EA
5
$ 500
$ 2.500
Mobilization
LS
1
$ 3,000
$ 3,000
Praeqt_Tqmpxrary Traffic Control
LS
1
$ 1,100
$ 1,100
Fla. ers
HR
120
$ 50
$ 6,000
Traffic Control Supervisor
LS
1
$ 3.000
$ 3,000
Removing Asphalt Conc. Pavement
SY
100
S 15
S 1,500
Commercial HMA
TON
20
$ 80
$ 1,600
Temway Jump Connecfion
EA
6
$ 2,000
$ 12,000
Tapping Sleeve and Valve Assembly 12 In. x 6 In.
EA
1
$ 4,000
$ 4.000
(3-In. 45' Bend
EA
1
$ 250
$ 250
6-In, 11,25' Bend
EA
1
$ 250
$ 250
13" Cap or Plug
EA
2
$ 256
$ 500
Ductile Imn PipO 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
Ternprnry Water Maln Support
LS
1
$ 3,000
$ 3,000
Service Connection 1 In. Diam.
EA
2
$ 1,400
$ 2,800
Service Connection 2In. 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 Sewer tem
Unexpected Site Changes
EST
1
$ 10,000
$ 10,000
Roadway Surveying
LS
1
$ 2,700
$ 2,700
.Record Drawings Minimum Bid $2,000
LS
1
$ 2,000
$ 2,000
Potholing
EA
5
$ 500
$ 2,500
(Mobilization
LS
1
$ 10.000
$ 10,000
Project Temporary Traffic Control
LS
1
$ 3,300
$ 3,300
iFlaggers
HR
160
$ 50
$ 8000
Traffic Control Supervisor
LS
1
$ 3,000
$ 3,000
,Gravel Borrow Incl. Haul
TON
510
$ 20
$ 10,200
Structure Excavation Class B Incl. Haul
CY
580
$ 20
$ 11,600
Shoring or Extra Excavation Class B
SF
4,480
$ 1
$ 4,480
Commercial HMA
TON
10
$ 80
$ 800
IManhole 48 In. Diam Type 1
EA
4
$ 5,000
$ 20,000
Manhole Additional Height 48 In. Diam. Type 1
LF
13
$ 600
$ 7,800
lDrop Manhole Connection
EA
1
$ 1,000
$ 1,000
Steel Casing 12 In, Diam
LF
12
$ 100
$ 1,200
IPVC Sanitary Sewer Pipe 8 In. Diam.
LF
360
$ 110
$ 39,600
Testing 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
I
$ 190,40611
X:\Edmonds, City of\Projects\20110010 - 228th Street linprovements\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15,xlsin 2/26/2015
Final 228th Estimate 2-26-15.xlsm
MASTER Summary .
Schedule D - Moun
1 1-04ASP
2 1-66.4$P
3 1-08,3SP
4 1-09.7
5 1-1asp
6 1-10SP
7 1-105P
8 2-02SP
9 2-02SP
10 4-04
11 5,04SP
12 5-04
13 5-04$P
14 7-0
15 7-05SP
16 7.45SP
17 7-12SP
18 8-01
19 8-01 SP
20 8-01 SP
21 8-02SP
22 e-04
23 8 0
24 8-13SP
25 8-14
26 8-145
27 8-145
28 8.2
29 8-2
30 8-2
31 8-2
32 8-
33 8-2
34 8.2
35 B-2
36 8-275
Schedule E - Admii
1-03.4SP
Schedule F - SR99
1 1-04ASP
2 1-07SP
3 1-05,1 sS P
4 1-09
5 1-10SP
6 2.02SP
7 2-025P
8 8-01
9 8-14
10 0-208P
11 8-208P
12 0-20SP
FINAL OPINION OF COST
5
9
P
P
0
2
2Plastic
2Plastic
2�
2
2
3
P
Cityof Edmonds - 228th Street SW Corridor Improvements
2126/15
take Terrace
'Unexpected Site Changes
EST
1
S 10,000
$ 10,000
RoadwaySurveying
LS
1
$ 8,800
$ 8.800
'Type B Progress Schedule
LS
1
$ -
$
(Mobilization
LS
1
$ 31,000
$ 31,000
TemporaryiPro'ectTraffic Control
LS
1
S 11,000
$ 11,000
Fla ers
HR
530
$ 50
$ 26,500
Traffic Control Supervisor
LS
1
$ 10,000
$ 10,000
RemovingCement Conc. Sidewalk
SY
90
$ 15
$ 1,350
RemovingCement Conc. Curb and Gutter
LF
140
$ 10
$ 1,400
,Crushed SurfacingBase Course
TON
1,380
$ 30
$ 41,400
PlaningBituminous Pavement - 10 In,
SY
6,600
$ 14
$ 92.400
HMA Cl. 1/2 In. PG 64-22
TON
2 250
S 100
$ 225,000
Asphalt Cost Price Adjustment
CALC
1
$ 3,796
$ 3,796
Adjust Catch Basin
EA
10
$ 450
$ 4.500
.Adjust Drainage Manhole
EA
11
$ GOD
$ 6,600
Adjust SanitarySewer Manhole
EA
4
$ 500
$ 2.000
Adjust Water VaIva 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 T e2
HUND
2
$ 650
$ 1,300
Adjust Monument Case and Cover
EAJ2,550
$ 500
$ 1.000
CemenIConc,Sidewalk
SY
$ 70
$ 2,100
t ement Conc. Curb Ram Type Parallel
SY
$ 160
$ 6,400
Cement Conc. Curb Ram Type Single Direction
SY
$ 160
$ 4,800
Conduit Pipe 2 In. Diam.
LF
$ 10
$ 10,000
Paint Line
LF
$ 1
$ 2,550
Wide Lane Line
LF
$ 4
$ 2,280
Crosswalk Line
SF
S 7
$ 4,060
Plastic StopLine
LF
30
$ 10
$ 300
Plastic Traffic Arrow
EA
4
$ 150
$ 600
Plastic Bicycle Lane Symbol
EA
2
$ 150
$ 300
Temporary Pavement Markin
IF
6,300
$ 1
$ 6,300
Adjust Gas Valve Box
EA
3
$ 300
$ 900
;SCH. D SUBTOTAL
$ 548 376
listration Non -Federal Participating
Contract Bond Extension
IS
1
$ 20,000
$ 20.000
SCH. E SUBTOTAL
I
$ 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
Mobilization
LS
1
$ 25,000
$ 25.000
Project Tem ora Traffic Control
LS
1
$ 19.000
$ 19,000
Off -Duty Uniformed Police Officer Min. Bid $45.00
HR
40
$ 45
$ 1,800
Removing Cement ConcreteSidswalk
SY
200
$ 30
$ 6,000
Inlet Protection
EA
20
$ 80
$ 1.600
Cement Conc. Sid"alk
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
1 $ 461,900
SCH. A - SCH. F SUBTOTAL $ 5,147,980
X:\Edinonds, City or'\Projects\20110010 - 228th Street linproveinents\Design\Estimates\Final Estimate\Final 228th Estimate_2-26-15,xlsin 2/26/2015
Final 228th Estimate_2-26-15.xlsm
MASTER Summary
FINAL OPINION OF COST
City of Edmonds - 228th Street SW Corridor Improvements
2/26/15
Bid Altemate 1
Schedule H - 76th Ave W Overlay
1 1-[14.4SP
JUnexpected Site Changes
EST 1
1
$ 5,000
$ 5,000
1 1-05ASP
Roadway Survey!
LS
1
$ 500
$ 500
2 1-09.7
Mobilization
LS
1
$ 4,000
$ 4.000
3 1-10SP
PmaectTem ra TraffiaControt
LS
1
$ 1,400
$ 1,400
4 1-10SP
Fla gars
HR
100
$ 50
$ 5 000
5 1-10SP
Traffic Control Su rvisor
LS
1
$ 1,200
$ 1,200
6 5414SP
Geotextile for Paving
SY
2,500
$ 2
$ 5,000
7 5-04
HMA CI. V2 in. PG 64-22
TON
280
$ 100
$ 28,000
8 5-04SP
Planing Bituminous Pavement- 2 In.
SY
2.320
$ 6
$ 13,920
9 5-04SP
Asphalt Cost Price Adjustment
CALC
1
$ 472
$ 472
10 7-05
Adjust Catch Basin
EA
5
$ 450
$ 2,250
11 7-05SP
Adi ust trains a Manhole
EA
3
$ 600
$ 1,800
12 7-12SP
Adjust Water Valve Box
EA
7
$ 400
$ 2,800
13 8-01
Inlet Protection
EA
7
$ 95
$ 665
14 8-01SP
Erosion and Water Pollution Control
LS
1
$ 1,400
$ 1,400
15 8-028P
Pro a Restoration
EST
1
$ 2.000
$ 2.000
15 8-27SP
Adjust Gas Valve Sox
EA
1
$ 300
$ 300
SCH. H SUBTOTAL
$ 75,707
Bid Alternate 2
Schedule I - 228th St SW Overlay
i 1-04ASP
Unexpected Site Chan as
EST
1
$ 5,000
$ 5,000
1 1-05.4SP
Roadway Surveying
L$
1
$ 500
$ 500
2 '1-09.7
Mobilization
LS
1
$ 2.000
$ 2,000
3 1-10SP
Pr9ject Ternpors ry Traffic Control
LS
1
$ 700
$ 700
4 1-108P
Flaggers
HR
80
$ 50
$ 4,000
5 1-10SP
Traffic Control Supervisor
LS
1
$ 1,000
$ 1,000
6 5-04
HMA CI. 112 In. PG e4-22
TON
140
$ 100
$ 14,000
7 5-04SP
Geotextile for PavingSY
1,100
$ 2
$ 2,200
8 5414SP
Planing Bituminous Pavement -2lin.
SY
1,010
$ 6
$ 6,060
9 5-04SP
no Bitun0ousPavement -4In.
SY
80
$ 11
$ 880
10 5-04SP
AS halt Cost Price Adjustment
CALC
1
$ 236
$ 236
11 7-05
Adjust Catch Basin
EA
2
$ 450
$ 900
12 7-12SP
Adjust Water Valve Box
EA
3
$ 400
$ 1,200
13 8-01
Inlet Protection
EA
1 3
$ 95
$ 285
14 8-01 SP
Erosion and Water Pollution Control
LS
1
$ 700
$ 700
15 8-02SP
Pro a Restoration
EST
1
$ 2,000
$ 2,000
SCH. I SUBTOTAL
$ 41,661
11 Bid Alternate 3
Schedule G - Decorative Median Treatment
1 8-26SP
(Decorative Median Treatment
LF
295
$ 400
$ 118,000
2 8-26SP
(Median Art Element
LF
130
$ 300
$ 39,000
SCH. G SUBTOTAL
$ 157,000
SCH. A - SCH. I SUBTOTAL
$ 5,422,348
Inflation Adjustment (3%)
$ 162.700
Clty PM/Admin 314
$ 162,700
Construction Man a ament (15%)
$ 813,400
Management Reserve 10%)
$, 542,300
OPINION OF COST - TOTAL
$ 7,103,448
X:\Edmonds, City of\Projects\20110010 - 228th Street Improveinents\Design\Estimates\Final Estimate\Final 228th Estimate 2-26-15,xlsm 2/2612015
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