HomeMy WebLinkAboutAdden 1DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
CAG-20-002, Adden # 1-20
AMENDMENT NO. 1 TO AGREEMENT CAG-20-002 FOR
BRONSON WAY BRIDGE — SEISMIC RETROFIT AND PAINTING
THIS AMENDMENT, dated July 29, 2020 , is by and between the City of Renton (the "City'),
a Washington municipal corporation, and Sargent Engineers, Inc. ("Consultant"), a Washington
corporation. The City and the Consultant are referred to collectively in this Amendment as the
"Parties." Once fully executed by the Parties, this Amendment is effective as of the last date
signed by both parties.
Whereas, the City engaged the services of the Consultant under Agreement CAG-20-002, dated
April 14, 2020, to provide necessary services for the completion of Design Phase 1 for the Bronson
Way Bridge —Seismic Retrofit and Painting Project (referred to herein as the "Agreement");
Whereas, the Parties wish to amend the Agreement to change the scope of work and change the
compensation in order to complete Design Phase 2 for the Bronson Way Bridge —Seismic Retrofit
and Painting Project.
NOW THEREFORE, It is mutually agreed upon that CAG-20-002 is amended as follows:
1. Scope of Work: Section 1, Scope of Work, is amended to add work as specified in Exhibit
A-1, which is attached and incorporated herein.
2. Time of Performance: Section 3, Time of Performance, is amended pursuant to the
schedule(s) set forth in Exhibit A-1. All Work shall be performed by no later than
December 31, 2024.
3. Compensation: Section 4, Compensation, is amended so that the maximum amount of
compensation payable to Consultant is increased by $90,990 from $99,884 to $190,874,
plus any applicable state and local sales taxes. The additional compensation shall be paid
based upon Work actually performed according to the rate(s) or amounts specified in
Exhibit D-1, which is attached and incorporated herein.
4. All terms of the Agreement not explicitly modified herein shall remain in full force and
effect and such terms shall apply to Work performed according to this Amendment as if
fully set forth herein.
IN WITNESS WHEREOF, the Parties have voluntarily entered into this Amendment as of the date
last signed by the Parties below.
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
CITY OF RENTON
By:
Armondo Pavone
Mayor
July 29, 2020
Date
Attest ;�
Jason A. Seth
City Clerk
Approved as to Legal Form
DocuSigned by:
By: Cheryl L Beyer
S ane'I�la oney
City Attorney
Contract Template Updated 41-15-2020
0
PAGE 2or2
CONSULTANT
By:P
Monte/J. Smith
Principal
Date
/y00RPORF.TE�y�
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
EXHIBIT A-1
SCOPE OF WORK
CONTRACT: CAG-20-002
PROJECT: BRONSON WAY BRIDGE — SEISMIC RETROFIT AND PAINTING
CONSULTANT: SARGENT ENGINEERS, INC.
A. PROJECT DESCRIPTION:
No change from original contract.
B. PURPOSE:
No change from original contract.
C. DESIGN CRITERIA
No change from original contract.
D. GENERAL ASSUMPTIONS:
No change from original contract.
E. DELIVERABLES:
Deliverables to be prepared and produced by the CONSULTANT, as part of this contract amendment, are
identified at the end of each task listed below.
F. SCHEDULE:
The CITY anticipates construction of this project in summer 2021 between mid -June to mid -September.
Therefore, final bid documents shall be completed by or before May 1, 2021 to allow enough time to
advertise the project for bids and to award and execute a construction contract for the summer
construction season and Cedar River fish window. The CONSULTANT shall update the project schedule as
described in Subtask 5.5 below that meets this objective. Unless otherwise noted in the scope of work,
the completion date for all deliverables described in the scope of work will be determined by the project
schedule.
Given the growing uncertainty with the public health crisis, locally, nationally and worldwide, should a
stay -in -place order and/or travel ban be enacted by the Federal Government, State of Washington, King
County and/or City of Renton that results in conditions where the CONSULTANT cannot obtain field data
required to continue work on any given task, the CONSULTANT shall stop work on the task. Additionally,
the completion dates for the deliverables of that task will be extended for a period of time that equals the
time period of the stay -in -place order and/or travel ban. Finally, the overall project schedule will be
adjusted to reflect the delay.
Page 1 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
G. SCOPE OF WORK:
TASK 5 — PROJECT MANAGEMENT FOR DESIGN PHASE NO. 2
The CONSULTANT will provide overall project management, coordination with the CITY, monthly progress
reports and invoicing. This effort will include the following elements.
5.1 —Administration, Coordination and Supervision
• Initiate project set-up including establishment of timesheets (charge codes), creation of project
files (electronic and physical) and scheduling of CONSULTANT personnel work activities for the
new tasks described in this contract amendment.
• Coordination with CITY for any required public meetings or other forms of public outreach that
may be required for the work to be performed in this contract.
• Supervision of CONSULTANT personnel and activities to ensure compliance with contract scope
and schedule and proper charging of time against the contract.
• Oversite of sub -consultant activities to ensure compliance with contract scope, schedule and
budget.
5.2 — Invoicing
• Preparation of monthly invoices with progress reports that include the following:
o Summary of budget, expenses to date and expenses for invoice period, assigned to each task.
o Summary of work accomplished for the invoice period.
o Summary of outstanding issues to be resolved by the CITY.
o Backup detail that includes the name, direct salary rate and hours charged, for each individual
charging time to this contract, for the invoice period.
o Backup detail of all direct non -salary costs included in the invoice for the work period.
5.3 — Project Meetings and Site Visits
• Design Phase 2 Kickoff Meeting —After receiving a Notice to Proceed (NTP) from the CITY, set up
a Design Phase 2 kickoff meeting with key CITY and design team personnel. The purpose of the
meeting is to discuss key elements of the scope of work, project schedule timelines and critical
path elements. This meeting will be held at Renton City Hall. However, this meeting may be held
on-line or via conference call if the need arises (e.g. Renton City Hall is closed to the public).
• Meetings and coordination with CITY — For Design Phase 2, the CONSULTANT project manager will
participate in phone conference calls with the CITY project manager a minimum of once every
two weeks to provide status updates. The CONSULTANT project manager and key team members
will attend monthly project meetings with the CITY project manager. The CITY anticipates that the
monthly project meetings will be held at Renton City Hall. However, these meetings may be held
on-line or via conference call if the need arises (e.g. Renton City Hall is closed to the public).
• For any face to face project meetings with the CITY, the CONSULTANT shall prepare an agenda,
sign -in sheet, record of meeting including a list of action items, if any.
• Internal design coordination meetings —The CONSULTANT project manager will conduct regular
internal design coordination meetings and/or conference calls with key design team members
including sub -consultants.
• Site Visit for Environmental Coordination — CONSULTANT and CITY staff will perform one (1) site
visit with the CITY's environmental consultant to discuss environmental considerations.
Page 2 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
Site Visit for Design Coordination — Up to three (3) additional site visits are anticipated for the
CONSULTANT to evaluate and verify project design elements during Design Phase 2.
5.4 — Environmental Coordination
As preliminary design decisions are considered and the preliminary design develops, coordination
with the CITY's environmental consultant may be necessary to understand the potential impacts
on the environmental permitting process.
5.5 — Preliminary Project Schedule Update
• Update the preliminary project schedule developed for Subtask 1.5 with assistance from the CITY.
This project schedule will cover the entire timeframe of the project from initiation of Design Phase
2 activities to completion of construction activities. It will incorporate estimated timelines for the
following:
o Completion of Design Phase 2 - Preliminary Engineering Design (30% Engineering Submittal).
o Completion of Design Phase 2 - Environmental (e.g. NEPA and/or SEPA).
o Completion of Design Phase 3 — 60% Engineering Submittal
o Completion of Design Phase 3 — 90% Engineering Submittal
o Completion of Design Phase 3 —100% Engineering Submittal
o Bid advertisement, evaluation and award.
o Construction from Notice to Proceed to Physical Completion.
DELIVERABLES
The following deliverables and delivery times are included in Task 5.
• Meeting agenda(s) in Microsoft Word format — Delivered to the CITY one (1) business day before
scheduled meeting.
• Sign -in sheet(s) in Microsoft Word or Excel format — Delivered to the CITY at the scheduled
meeting.
• Draft record of meeting in Microsoft Word format — Delivered to the CITY three (3) business days
after scheduled meeting.
• Final record of meeting in Microsoft Word format — Delivered to the CITY three (3) business days
after comments received from CITY.
• Monthly invoices with progress reports — Delivered to the CITY monthly.
• Preliminary Project Schedule Update in Adobe pdf format — Delivered to the CITY twelve (12)
weeks after Notice to Proceed date.
TASK 6 — PRELIMINARY DESIGN — BRIDGE SEISMIC RETROFIT AND PAINTING
The following items are to be performed by the CONSULTANT under this task.
Assumption(s)
• The budget shown in Exhibit D assumes this task is twelve (12) weeks in duration.
6.1— 30% Plans for Bridge Seismic Retrofit and Painting
Page 3 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
The purpose of the 30% plans is to define the major construction activities proposed for the
project. The information provided in this submittal will also become the basis for starting the
following activities:
✓ environmental and permitting process,
✓ right-of-way acquisition (if necessary),
✓ traffic analysis and development of traffic control plan(s) to accommodate the anticipated
construction activities and staging,
✓ coordination with franchise utilities that may need to be permanently or temporarily
relocated,
✓ utility potholing (if necessary).
For environmental permitting, this submittal must establish the type and extent of any permanent
in -water work (e.g. placement of riprap) or temporary in -water or over -water work (e.g. shoring
or scaffolding for temporary work platform). Additionally, this submittal must identify the
locations, estimated maximum depths and estimated quantity of excavation work for the project.
Finally, this submittal must define the location(s) of project activities in order to establish an Area
of Potential Effects (APE).
Prepare plan sheet(s) that show the following information:
✓ Cover Sheet, Vicinity Map, Sheet Index
✓ Abbreviations and Legend
✓ Existing Conditions and Survey Control
✓ Existing Bridge Plan and Elevation
✓ Street Alignment and Right -of -Way
✓ General Notes
✓ Site Preparation and TESC
✓ Construction Staging —This may include identification of sites in close proximity to the bridge
(within one or two blocks) that the contractor could potentially utilize. The City will provide a
list of potential locations.
✓ Construction Sequencing —This is a proposed sequence of construction activities.
✓ Seismic Retrofit - This may include a demolition plan. It may include proposed modifications
to the bearings, main span, approach spans, main piers and/or abutments.
✓ Bridge Painting - This may include a proposed concept for containment, removing existing
paint, potential structure repairs revealed during paint removal and application of the new
paint system.
✓ Misc. Repairs —This may include repair of concrete spalls on main piers, repair of sidewalks
and other repairs noted in latest bridge inspection report.
The following sheet(s) are anticipated for future submittals:
✓ Traffic Control Plans for street closure period(s)
✓ Traffic Control Plans for lane closures
✓ Pedestrian Traffic Control
✓ Property Restoration
6.2 — Preliminary List of Bid Items
• Prepare a preliminary list of bid items based upon the 30% plans developed for Subtask 6.1.
6.3 — Preliminary Quantity Estimate
Prepare preliminary estimate of quantities for all bid items listed in preliminary list of bid items
developed for Subtask 6.2.
Page 4 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
6.4 — Preliminary Engineer's Opinion of Probable Construction Costs
• Prepare a preliminary engineer's opinion of probable construction cost using the bid item list and
quantities developed in Subtasks 6.2 through 6.3. Include a contingency on the total sum that is
appropriate for a 30% submittal.
6.5 — QA/QC
• Review all work performed in Subtasks 6.1 through 6.4 for quality and accuracy. Note errors
and/or omissions and review corrections.
DELIVERABLES
The following deliverables and delivery times are included in Task 6.
• Draft 30% Plans in Adobe pdf format — Delivered to the CITY within twelve (12) weeks after Notice
to Proceed date. As per WAC 196-23-020, official preliminary plans submitted to the City for review
must be stamped, but need not be signed or dated by the licensee.
• Final 30% Plans in Adobe pdf format — Delivered to the City within two (2) weeks after receipt of
review comments from the CITY. As per WAC 196-23-020, official preliminary plans submitted to
the City for review must be stomped, but need not be signed or dated by the licensee.
• Draft Preliminary List of Bid Items in Adobe pdf format — Delivered to the City within twelve (12)
weeks after Notice to Proceed date.
• Draft Preliminary Estimated Quantities in Adobe pdf format — Delivered to the City within twelve
(12) weeks after Notice to Proceed date.
• Draft Preliminary Engineer's Opinion of Probable Costs in Adobe pdf format — Delivered to the
City within twelve (12) weeks after Notice to Proceed date.
TASK 7 — PRELIMINARY DESIGN — BRIDGE DECK WEARING COURSE REPLACEMENT
The following items are to be performed by the CONSULTANT under this task.
Assumption(s)
• The budget shown in Exhibit D assumes this task is twelve (12) weeks in duration.
7.1— 30% Plans for Bridge Deck Wearing Course Replacement
• The purpose of the 30% plans is to define the major construction activities proposed for the
project. The information provided in this submittal will also become the basis for starting the
following activities:
✓ environmental and permitting process,
✓ right-of-way acquisition (if necessary),
✓ traffic analysis and development of traffic control plan(s) to accommodate the anticipated
construction activities and staging,
✓ coordination with franchise utilities that may need to be permanently or temporarily
relocated,
✓ utility potholing (if necessary).
• For environmental permitting, this submittal must establish the type and extent of any permanent
in -water work (e.g. placement of riprap) or temporary in -water or over -water work (e.g. shoring
Page 5 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
or scaffolding for temporary work platform). Additionally, this submittal must identify the
locations, estimated maximum depths and estimated quantity of excavation work for the project.
Finally, this submittal must define the location(s) of project activities in order to establish an Area
of Potential Effects (APE).
Prepare plan sheet(s) that show the following information:
✓ Bridge Deck and Expansion Joint Modifications —This may include repair of existing concrete
curbs, plugging existing bridge deck drains, expansion joint cleaning and installation of seals.
✓ Replacement of Bridge Deck Wearing Course —This may include grind and overlay of bridge
deck, installation of waterproof membrane deck and a typical section.
The following sheet(s) are anticipated for future submittals:
✓ Traffic Control Plans for street closure period(s)
✓ Traffic Control Plans for lane closures
✓ Pedestrian Traffic Control
✓ Property Restoration
7.2 — Preliminary List of Bid Items
• Prepare a preliminary list of bid items based upon the 30% plans developed for Subtask 7.1.
7.3 — Preliminary Quantity Estimate
Prepare preliminary estimate of quantities for all bid items listed in preliminary list of bid items
developed for Subtask 7.2.
7.4 — Preliminary Engineer's Opinion of Probable Construction Costs
• Prepare a preliminary engineer's opinion of probable construction cost using the bid item list and
quantities developed in Subtasks 7.2 through 7.3. Include a contingency on the total sum that is
appropriate for a 30% submittal.
7.5 — QA/QC
• Review all work performed in Subtasks 7.1 through 7.4 for quality and accuracy. Note errors
and/or omissions and review corrections.
DELIVERABLES
The following deliverables and delivery times are included in Task 7.
• Draft 30% Plans in Adobe pdf format — Delivered to the CITY within twelve (12) weeks after Notice
to Proceed date. As per WAC 196-23-020, official preliminary plans submitted to the City for review
must be stamped, but need not be signed or dated by the licensee.
• Final 30% Plans in Adobe pdf format — Delivered to the City within two (2) weeks after receipt of
review comments from the CITY. As per WAC 196-23-020, official preliminary plans submitted to
the City for review must be stamped, but need not be signed or dated by the licensee.
• Draft Preliminary List of Bid Items in Adobe pdf format — Delivered to the City within twelve (12)
weeks after Notice to Proceed date.
• Draft Preliminary Estimated Quantities in Adobe pdf format — Delivered to the City within twelve
(12) weeks after Notice to Proceed date.
• Draft Preliminary Engineer's Opinion of Probable Costs in Adobe pdf format — Delivered to the
City within twelve (12) weeks after Notice to Proceed date.
Page 6 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
TASK 8 — PRELIMINARY DESIGN — BRIDGE WATER MAIN REPLACEMENT
The following items are to be performed by the CONSULTANT under this task.
Assumption(s)
• The budget shown in Exhibit D assumes this task is twelve (12) weeks in duration.
8.1— 30% Plans for Bridge Water Main Replacement
• The purpose of the 30% plans is to define the major construction activities proposed for the
project. The information provided in this submittal will also become the basis for starting the
following activities:
✓ environmental and permitting process,
✓ right-of-way acquisition (if necessary),
✓ traffic analysis and development of traffic control plan(s) to accommodate the anticipated
construction activities and staging,
✓ coordination with franchise utilities that may need to be permanently or temporarily
relocated,
✓ utility potholing (if necessary).
For environmental permitting, this submittal must establish the type and extent of any permanent
in -water work (e.g. placement of riprap) or temporary in -water or over -water work (e.g. shoring
or scaffolding for temporary work platform). Additionally, this submittal must identify the
locations, estimated maximum depths and estimated quantity of excavation work for the project.
Finally, this submittal must define the location(s) of project activities in order to establish an Area
of Potential Effects (APE).
Prepare plan sheet(s) that show the following information:
✓ Replacement of Bridge Water Main —This may include a demolition plan. It may include the
type, size and location of the new water main (plan and profile), pipe hangers and bridge
modifications required to accommodate installation. This City will provide guidance and
direction in determining the termini for the bridge water main replacement.
The following sheet(s) are anticipated for future submittals:
✓ Traffic Control Plans for street closure period(s)
✓ Traffic Control Plans for lane closures
✓ Pedestrian Traffic Control
✓ Property Restoration
8.2 — Preliminary List of Bid Items
• Prepare a preliminary list of bid items based upon the 30% plans developed for Subtask 8.1.
8.3 — Preliminary Quantity Estimate
Prepare preliminary estimate of quantities for all bid items listed in preliminary list of bid items
developed for Subtask 8.2.
8.4 — Preliminary Engineer's Opinion of Probable Construction Costs
Page 7 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
• Prepare a preliminary engineer's opinion of probable construction cost using the bid item list and
quantities developed in Subtasks 8.2 through 8.3. Include a contingency on the total sum that is
appropriate for a 30% submittal.
8.5 — QA/QC
• Review all work performed in Subtasks 8.1 through 8.4 for quality and accuracy. Note errors
and/or omissions and review corrections.
DELIVERABLES
The following deliverables and delivery times are included in Task 8.
• Draft 30% Plans in Adobe pdf format — Delivered to the CITY within twelve (12) weeks after Notice
to Proceed date. As per WAC 196-23-020, official preliminary plans submitted to the City for review
must be stamped, but need not be signed or dated by the licensee.
• Final 30% Plans in Adobe pdf format — Delivered to the City within two (2) weeks after receipt of
review comments from the CITY. As per WAC 196-23-020, official preliminary plans submitted to
the City for review must be stamped, but need not be signed or dated by the licensee.
• Draft Preliminary List of Bid Items in Adobe pdf format — Delivered to the City within twelve (12)
weeks after Notice to Proceed date.
• Draft Preliminary Estimated Quantities in Adobe pdf format — Delivered to the City within twelve
(12) weeks after Notice to Proceed date.
• Draft Preliminary Engineer's Opinion of Probable Costs in Adobe pdf format — Delivered to the
City within twelve (12) weeks after Notice to Proceed date.
ADDITIONAL SERVICES
The CITY will require additional services of the CONSULTANT for future design phases of this project.
Section B summarizes the future design phases and describes the work anticipated for each.
The scope of work for additional services will be determined based on anticipated or unanticipated project
needs or other considerations at the sole discretion of the CITY. This work may include items identified in
the current task authorizations as well other items, which may include, but are not necessarily limited to
the following:
• Utility Potholing
• Additional Surveying Services
• Additional Engineering Design Services
• Right -of -Way Services
• Engineering Support During Construction Services
• Other services not specifically referenced this scope of work.
These services will be authorized under future supplemental agreements to this contract. At the time
these services are required, the CONSULTANT shall provide a detailed scope of work and an estimate of
costs. The CONSULTANT shall not proceed with the work until the CITY has authorized the work and issued
a notice to proceed.
Page 8 of 8
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
EXHIBIT D-1
PRIME CONSULTANT COST COMPUTATIONS SUMMARY
NEGOTIATED HOURLY RATE
CONTRACT: CAG-20-002
PROJECT: BRONSON WAY BRIDGE - SEISMIC RETROFITAND PAINTING
PRIME CONSULTANT: SARGENT ENGINEERS, INC.
DIRECT (RAW) LABOR (DL):
Classification
DL
HOURS
Principal
$54.00 x
124
Senior Project Engineer
$41.50 x
132
Project Engineer
$38.50 x
56
Design Engineer
$32.50 x
400
$0.00 x
0
DL Subtotal =
712
INDIRECT COST RATE (ICR)
DL x ICR of 201.67% x $27,330 =
FEE (PROFIT)
DL x FEE 30.00% x $27,330 =
DL + ICR + FEE _
DIRECT NON -SALARY COSTS (DNSC)
Mileage 600 x $0.575 =
SUBTOTAL =
SUBCONSULANTS - NO NEW TASKS OR BUDGET INCLUDED IN THIS CONTRACT AMENDMENT
Survey =
Hydraulic =
SUBTOTAL =
TOTAL =
TOTAL
$6,696
$5,478
$2,156
$13,000
$0
$27,330
$55,116
$8,199
$90,645
$345
$345
$0
$0
$0
$90,990
Page 1 of 2
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
EXHIBIT D-1
PRIME CONSULTANT - HOUR AND FEE SUMMARY
CONTRACT: CAG-20-002
PROJECT: BRONSON WAY BRIDGE - SEISMIC RETROFIT AND PAINTING
PRIME CONSULTANT: SARGENT ENGINEERS, INC.
Direct Labor (DL)
Task Description Principal Sr. Proj. Project Design Total
Engineer Engineer Engineer
$54.00 $41.50 $38.50 $32.50
TASK 5 - PROJECT MANAGEMENT FOR DESIGN PHASE NO. 2
5.1
Administration, Coordination and Supervision
8
0
0
0
0
$432
5.2
Invoicing
6
0
0
0
0
$324
5.3
Project Meetings and Site Visits
20
0
0
0
0
$1,080
5.4
Environmental Coordination
8
0
0
0
0
$432
5.5
Preliminary Project Schedule Update
4
0
0
0
0
$216
Total
46
0
0
0
0
$2,484
Indirect Cost Rate (ICR) ICR = DLx ICR% ICR%= 201.67% ICR= 55,009
Fee (Profit) FEE =DLx FEE% FEE'/.= 30.00% FEE= $745
Direct Non -Salary Cost (DNSC) Mileage = 600 Rate = $0.575 DNSC= $345
Task 5 Total= $8,584
TACK F - PRFI IMINARv nFGIfN - RRInfF GFIGMIr RFTPn PIT ANn PAINTINr.
6.1
30% Plans for Bridge Seismic Retrofit and Painting
Cover Sheet, Vicinity Map, Sheet Index (est. 1 sheet)
1
1
0
8
0
$356
Abreviations and Legend (est. 1 sheet)
1
1
0
12
0
$486
Existing Conditions and Survey Control (est. 1 sheet)
1
2
0
16
0
$657
Existing Bridge Plan and Elevation (est. 1 sheet)
1
2
0
24
0
$917
Street Alignment and Right of Way (est. 1 sheet)
1
2
0
24
0
$917
General Notes (est. 1 sheet)
1
2
0
4
0
$267
Site Preparation (est. 1 sheet)
2
2
0
16
0
$711
TESC (est. 1 sheet)
2
4
0
24
0
$1,054
Construction Staging (est. 1 sheet)
4
8
0
16
0
$1,068
Construction Sequencing (1 sheet)
4
8
0
16
0
$1,068
Seismic Retrofit (est. 6 sheets)
12
24
0
72
0
$3,984
Bridge Painting (est. 4 sheets)
4
8
0
48
0
$2,108
Concrete Repairs (est. 1 sheet)
4
8
0
24
0
$1,328
6.2
Preliminary List of Bid Items
2
4
8
0
0
$582
6.3
Preliminary Quantity Estimate
2
4
8
0
0
$582
6.4
Preliminary Engineer's Opinion of Probable Costs
4
4
8
0
0
$690
6.5
QA/QC
4
4
4
0
0
$536
Total
50
88
28
304
0
$17,310
Indirect Cost Rate (ICR) ICR = DLx ICR% ICR%= 201.67% ICR= 534,909
Fee (Profit) FEE =DLx FEE% FEE%= 30.00% FEE= $5,193
Direct Non -Salary Cost (DNSC) Mileage = 0 Rate = $0.575 DNSC= $0
Task 6 Total = $57,412
TASK 7 - PRELIMINARY DESIGN - BRIDGE DECK WEARING COURSE REPLACEMENT
7.1
30% Plans for Bridge Deck Wearing Course Replace (est. 2 sheets)
4
8
0
32
0
$1,588
7.2
Preliminary List of Bid Items
2
2
4
0
0
$345
7.3
Preliminary Quantity Estimate
2
2
4
0
0
$345
7.4
Preliminary Engineer's Opinion of Probable Costs
2
4
4
0
0
$428
7.5
QA/QC
4
2
2
0
0
$376
Total
14
18
14
32
0
$3,082
Indirect Cost Rate (ICR)
ICR = DLx ICK%
ICR"v = ZUI.b/"/o
ICR=
5b,215
Fee (Profit)
FEE = DLx FEE%
FEE/.= 30.00%
FEE =
$925
Direct Non -Salary Cost (DNSC)
Mileage = 0
Rate = $0.575
DNSC =
$0
Task 7 Total =
$10,222
TACK R - PRFI IMINARY nFCIr,N - RRInGF WATFR MAIN RFPI arFMFNT
8.1
30% Plans for Bridge Water Main Replacement (est. 4 sheets)
4
16
0
64
0
$2,960
8.2
Preliminary List of Bid Items
2
2
4
0
0
$345
8.3
Preliminary Quantity Estimate
2
2
4
0
0
$345
8.4
Preliminary Engineer's Opinion of Probable Costs
2
4
4
0
0
$428
8.5
QA/QC
4
2
2
0
0
$376
Total
14
26
14
64
0
$4,454
Indirect Lost Kate (ILK)
Fee (Profit)
Direct Non -Salary Cost (DNSC)
ILK = UL X ILK""/a
FEE = DLx FEE%
Mileage = 0
Total Hours= 124 132
Total Mileage = 600
ILK%= LUI.b/% ILK= Sti,9ifZ
FEE% = 30.00% FEE = $1,336
Rate= $0.575 DNSC= $0
Task 7 Total= $14,773
56 400 0
Total DL= $27,330
Total ICR= $55,116
Total FEE = $8,199
Total DNSC = $345
TOTAL= $90,990
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
EXHIBIT D-1
Sargent Engineers, Inc.
320 Ronlee Lane NW
Olympia, WA 98502
Actuals Not to Exceed Table
City of Renton joill
Job Classifications
Direct Labor
Overhead
Fixed Fee
All Inclusive
Hourly
Rate
201.67%
30.00%
Billing Rate
NTE
NTE
NTE
NTE
Principal
$66.00
$133.10
$19.80
$218.90
Senior Engineer
$60.50
$122.01
$18.15
$200.66
Senior Project Engineer
$60.50
$122.01
$18.15
$200.66
Project Engineer
$52.50
$105.88
$15.75
$174.13
Design Engineer
$44.50
$89.74
$13.35
$147.59
Engineering Technician
$36.50
$73.61
$10.95
$121.06
Engineering Intern
$29.50
$59.49
$8.85
$97.84
Drafter II
$35.50
$71.59
$10.65
$117.74
Business Manager
$50.00
$100.84
$15.00
$165.84
Business Associate
$35.00
$70.58
$10.50
$116.08
Clerical
$29.00
$58.48
$8.70
$96.18
Sargent ANTE Table City of Renton 7-2020.xls 07/10/2020
DocuSign Envelope ID: 4FC972DD-7FDF-4B05-A744-967029C5C558
EXHIBIT D-1
Adw
Washington State
w, Department of Transportation
April 24, 2020
Sargent Engineers, Inc.
320 Ronlee Lane NW
Olympia, WA 98502
Subject: Acceptance FYE 2019 ICR — CPA Report
Dear Molly Cichosz:
Development Division
Contract Services Office
PO Box 47408
Olympia, WA 98504-7408
7345 Underson Way SW
Tumwater, WA 98501-6504
TTY:1-800-833-6388
www.wsdot.wa.gov
We have accepted your firms FYE 2019 Indirect Cost Rate (ICR) of 201.67% of direct
labor based on the "Independent CPA Report," prepared by Shannon & Associates, LLP.
This rate will be applicable for WSDOT Agreements and Local Agency Contracts in
Washington only. This rate may be subject to additional review if considered necessary
by WSDOT. Your ICR must be updated on an annual basis.
Costs billed to agreements/contracts will still be subject to audit of actual costs, based
on the terms and conditions of the respective agreement/contract.
This was not a cognizant review. Any other entity contracting with the firm is
responsible for determining the acceptability of the ICR.
If you have any questions, feel free to contact our office at (360) 705-7019 or via email
consultantrates(&wsdot.wa.2ov. .
Regards;
ERIK K. JONSON
Contract Services Manager
EKJ:ah