HomeMy WebLinkAboutCH2M Hill - WSDOT Supplemental Agreement No. 1 CP5-ST-3A-12-57 Oregon Ave�.M�,
iton
Agreement
Organization and AddressSupplemental
CH2M HILL, INC.
Number 1
295 Bradley Boulevard, Suite 300
Richland, WA 99532
Original Agreement Number
STPUS-0397(008)
Phone: 509.375.3444
Project Number
Execution Date
Completion Date
1
STPUS-0397 00$
11/26/2012
12/31/2014
Project Title
New Maximum Amount Payable
Oregon Avenue (SR 397) Corridor Traffic Study and
$ 375,829.00
Description of Work
Provide professional services to develop traffic noise study and report in support of the required NEPA
documentation for the project.
The Local Agency of City of Pasco, WA
desires to supplement the agreement entered into with CH2M HILL, INC.
and executed on 11/26/2012 and identified as Agreement No. STPUS-0397(008)
All provisions in the basic agreement remain in effect except as expressly modified by this supplement.
The changes to the agreement are described as follows:
Section 1, SCOPE OF WORK, is hereby changed to read:
SPe Exhibit A-1 Sen+ a of Work attached
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for
completion of the work to read: N/A - Thu is a zero time nhan e. supplement
Section V, PAYMENT, shall be amended as follows:
as set forth in the attached Exhibit A, and by this reference made a part of this supplement.
If you concur with this supplement and agree to the changes as stated above, please sign in the appropriate spaces
below and return to this office for final action.
.2, on
Consultant Signature
DOT Form 140-063 EF
Revised 9/2005
MT1Siilt" u.
Approving Authority Signature
//Z! /iy
Date
aS0
CITY OF PASCO, WASHINGTON
OREGON AVENUE (SR -397) CORRIDOR TRAFFIC STUDY
Supplement #1 — Noise Study and Analysis and Supplemental
Geotechnical Investigations
EXHIBIT A-1: SCOPE OF WORK
INTRODUCTION
This Supplemental Agreement No. 1 scope of work modifies the scope of CH2M HILL's
(CONSULTANT) professional engineering services and compensation for Environmental
Documentation and Permitting efforts, authorized under Task 5 or the original agreement (dated
11/26/2012) to include additional services associated with developing a traffic Noise Study Report
in accordance with 23 C.F.R. § 772 and the WSDOT Noise Manual. The scope of work also
includes additional geotechnical field investigations, laboratory, and analysis to further investigate
feasibility for stormwater infiltration on Oregon Avenue, between 'A' Street and Ainsworth Avenue.
The noise study and report will be accomplished in the winter of 2013/2014 to support a NEPA
decision anticipated in spring/summer of 2014.
The CONSULTANT will provide the following services:
TASK 5: ENVIRONMENTAL DOCUMENTATION AND PERMITTING
5.1.5 Traffic Noise Study and Report (New Subtask)
The CONSULTANT will perform a traffic noise study and prepare a Traffic Noise Study
Report to detail the findings of the traffic noise analysis. The required documentation
contained in the Traffic Noise Study Report is found in 23 C.F.R. § 772 and the WSDOT
Noise Manual. The WSDOT Noise Manual is the prime document to be followed in
development of the traffic noise study and report.
A site visit of the project study area will be conducted to identify land uses and locate noise
sensitive locations within project area. Physical features that affect noise propagation and
features that may be altered during construction will be noted. Noise measurements will
be conducted at up to four locations to validate the traffic noise model. The measurements
will be conducted for a single 15 -minute sampling period at each location during free-flow
traffic conditions. At each measurement site, traffic counts will be collected concurrently
with the noise measurements. A Type I sound level meter will be used. Noise sources will
Supplement #1, Exhibit A-1: Scope of Work
Revised: 1/14/2014 Page 1 of 4 11Niitl t
be noted. Traffic volumes counted during the noise measurement survey will be modeled
using FHWA Traffic Noise Model (TNM) Version 2.5 and the resulting sound levels will be
compared with the measured sound levels to validate the model.
TNM 2.5 will be used to model three noise levels: existing, future no -build, and future build
for a single alternative. Up to 20 noise -sensitive receptors will be identified. The receptors
will exhibit land use characteristics similar to their surrounding area. Receptors will be
located close to the proposed improvements.
Design year (2030) noise levels will be compared to noise -abatement criteria to determine
if the design year noise levels approach or exceed criteria thresholds. Design year noise
levels will also be compared to existing noise levels to determine if the projected noise
levels are "substantially higher" per WSDOT's criteria and therefore an impact. At locations
predicted to experience impacts, potential noise -abatement measures will be discussed
qualitatively. A quantitative noise barrier analysis will not be performed. If a quantitative
barrier analysis is determined to be necessary, it would only be conducted after approval
of an amendment to the scope of services and budget.
Subtask 5.1.5 Assumptions:
+ No meetings are planned or included.
+ The CITY will obtain right of entry agreements prior to performing any work outside
of the street right-of-way and provide permits required to performing work within the
street right-of-way.
Subtask 5 Deliverables:
+ Draft and final Traffic Noise Study Report; final will be attached to the ECS
TASK 7. SUPPLEMENTAL GEOTECHNICAL EXPLORATION
The CONSULTANT will conduct field explorations and geotechnical analyses to supplement
engineering design of three potential stormwater infiltration basins between 'A' Street and
Ainsworth Street.
7.1. Field Explorations and Laboratory Testing
The work includes drilling and logging of test pits and/or borings, and laboratory testing to
characterize and verify subsurface conditions for design of stormwater infiltration facilities.
The CONSULTANT will work with the CITY who in turn will have CITY forces, field delineate
proposed boring and test pit locations. The CONSULTANT will make calls to One -Call for
locating utilities.
• All drilling and test pit excavation will occur within 1 working day, at locations that
coincide with borings B13, 814, and B15 from the original 2013 field exploration (all
south of'A' Street)
Supplement #1, Exhibit A-1: Scope of Work
Revised: 1/1412014 Page 2 of 4 i7i#, MHILL.
• Boring depths are anticipated to be between 15 and 25 ft.
• Field testing will include SPT and infiltration tests within the boreholes. Equipment and
labor to locate the test borings, drill the borings, and restore the site upon completion
will be provided. It is assumed that no groundwater monitoring standpipes will be
installed.
• CONSULTANT will be responsible for utility checks and vehicular traffic control during
drilling operations. A traffic plan and flaggers are not included as work is being
conducted off the existing roadway.
• A backhoe and operator will be provided by the CITY, to excavate and backfill test pits
for a period of up to 4 hours at selected locations, to determine soil types and to
perform percolation tests at the locations of the proposed stormwater infiltration
facilities. Test pits will be excavated, percolation measurements collected, and pit
backfilled within the work period.
• For planning purposes, it is assumed that CONSULTANT will perform percolation tests
at nine locations, either In bore holes or test pits. CITY will provide water for the field
percolation tests.
A geotechnical engineer or engineering geologist will be provided during test borings and pit
excavations to:
• Visually classify soils and rock according to ASTM methods
• Record drilling and test pit observations, including blow counts during SPTs on logs
• Collect soil samples for laboratory analysis and classification
The boring and test pit logs will include observations made by drilling crews during drilling,
Depths at which groundwater is encountered also will be recorded. Test borings will be
restored to grade to match the existing conditions.
Laboratory tests will be conducted on selected soil samples to determine gradation and
moisture content of site soils, and confirm engineering classification. For this scope of work,
it is assumed that the laboratory testing program will consist of up to eight moisture contents,
eight sieves, and two hydrometer tests.
7.2. Geotechnical Report Addendum
CONSULTANT will prepare an Addendum to the Geotechnical Report, summarizing the field
exploration, laboratory testing, and supplemental geotechnical recommendations for design
of the infiltration facilities south of 'A' Street. The report will present:
• A summary of field exploration methods, results, and interpretations, including boring
and test pit logs, descriptions of soil conditions, and water levels encountered during
drilling.
• A summary of laboratory testing methods, data, and tabulated results.
• Geotechnical design recommendations for stormwater infiltration facilities.
Supplement #1, Exhibit A-1: Scope of Work
Revised: 1/14/2014 Page 3 of 4 40 C*12MWILL
OW
Quality Assurance/Quality Control (QA/QC) reviews for the geotechnical engineering aspects
of the project will be performed.
Task 7.2 Assumptions:
+ The CITY will obtain right of entry agreements prior to performing any work outside
of the street right-of-way and provide permits required to performing work within the
street right-of-way.
+ The CITY will field delineate proposed exploration locations for utility locating
purposes.
+ The CITY will furnish a backhoe and operator for up to four hours. CITY will furnish
a water truck and operator for up to eight hours.
+ In soils, foundation, groundwater, and other subsurface investigations, the actual
characteristics may vary significantly between successive test points and sample
intervals and at locations other than where observations, exploration, and
investigations have been made. Because of the inherent uncertainties in subsurface
evaluations, changed or unanticipated underground conditions may occur that could
affect total PROJECT cost and/or execution. These conditions and costlexecution
effects are not the responsibility of CONSULTANT.
Task 7.2 Deliverables:
+ Draft Addendum, which will be finalized and incorporated into the Geotechnical
Report
Supplement #1, Exhibit A-1: Scope of Work
Revised: 1114/2014 Page 4 of 4 CH2M1-vILL
City of Pasco, Washington
Exhibit E-1
Oregon Avenue (SR -397) Corridor Traffic Study & Design
CH2M HILL
Labor Hours (See Attached Labor Summary) 206 $7,466.32
Direct Salary Cost $7,466.32
Direct Salary Escalation Cost (estimated)
2013 to 2014 0% $0.00
Total Direct Salary Cost $7,466.32
Overhead Cost @ 114.16% of Total Direct Salary Cost $8,523.55
Fixed Fee @ 30.0°0 of Total Direct Salary Cost $2,239.90
Total Overhead & Fixed Fee Cost $10,763.45
Total Labor Cost $18,229.77
Direct Expenses
No.
Each
Cost
Reports
0
$0.05
$0.00
Misc. copies
0
$0.05
$0.00
Reprographics
0
$40
$0.00
Mail/Deliveries/etc.
0
$15
$0.00
Mileage 660
Mi. @
$0.560
/Mile
$369.60
Auto Rental/Gasoline 4
days @
$85
/day
$340.00
Lodging 4
days @
$110
/day
$440.00
Aerial Photographs
0
$3,000
$0.00
Travel Total (airfare, train, etc)
2
$500
$1,000.00
Equipment Rentals, EDM, GPS
1
$50
$50.00
Parking
0
$30
$0.00
Per Diem 4
days @
$75
/day
$300.00
Drilling
1
$4,500.00
$4,500.00
Excavating/Test Pit
0
$2,000.00
$0.00
Materials Lab
1
$600.00
$600.00
Total Expenses
$7,600
Subcontracts
Bernardo I Wills Architects
$0.00
Total Subcontracts
$0.00
Total Lump Sum Price (Labor, Expenses, Subcontracts) $25,829
Page 1 of 4
LABOR SUMMARY BY TASK
Task
CH2M HILL
Hours
CH2M HILL
Labor
Subcontracts
Expense
Total
Overall
Total
TASK 1 -PROJECT MANAGEMENT AND COORDINATION
0
$0
$0
$0
$0
TASK 2 - CORRIDOR TRAFFIC STUDY AND PRELIMINARY DESIGN
0
$0
$0
$0
$0
TASK 3 - FINAL ROADWAY DESIGN
0
$0
$0
$0
$0
TASK 4 -OREGON AVE.& AINSWORTH ST. INTERSECTION ENTRYWA
0
$0
$0
$0
$0
TASK 5 - ENVIRONMENTAL DOCUMENTATION AND PERMITTING
156
$12,610
$0
$1,690
$14,300
TASK 6 - RIGHT-OF-WAY PLANS
0
$0
$0
$0
$0
TASK 7 - SUPPLEMENTAL GEOTECHNICAL EXPLORATION
50
$5,620
$0
$5,910
$11,530
Total
206
$18,230
$0
$7,600
$25,829
Subs/Expenses Breakdown
Bernardo I Wills Architects $ -
CH2M HILL Expenses $ 7,600
Total $ 7,600
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
City of Pasco, Washington
TASK 5 - ENVIRONMENTAL DOCUMENTATION AND PERMITTING
M HILL
Project Manager
Sr. Quality Control
Sr. Traffic Engineer
Traffic Engineer
Sr. Civil/Trans Engineer
Transportation Engineer
Utilities/Stormwater Engineer
Lead Geotech Engineer
Sr. Geotech Reviewer
Jr. Geotech Engineer
Project Archaeologist
Senior Environmental Reviewer
Senior Environmental Scientist
Environmental Scientist
NEPA Planner
Right -of Way Land Surveyor
Survey Technician
Technical Editor
CADD Designer
Project Acct/Procurement
Administrative Assistant
Senior GIS Analyst
4
$
53.77
$215.08
0
$
77.42
No.
$0.00
0
$
38.85
$0.00
0
$
29.64
Misc. copies
$0.00
0
$
51.40
$0.00
$0.00
4
$
37.00
$148.00
0
$
37.07
$15
$0.00
0
$
48.36
Mi. @
$0.00
0
$
57.08
2
$0.00
0
$
49.53
Lodging
$0.00
0
$
27.37
$220.00
$0.00
0
$
44.51
$0.00
20
$
41.59
$500
$831.80
96
$
28.01
0
$2,688.96
8
$
59.87
$478.96
0
$
44.35
Per Diem
$0.00
0
$
2358
$300.00
$0.00
0
$
23.32
$0.00
0
$
26.16
$0.00
4
$
27.68
$110.72
4
$
25.90
$103.60
16
$
36.71
$587.36
Total Hrs. 156
$5,164.48
Direct Salary Cost $5,164.48
Direct Salary Escalation Cost (estimated)
2013 to 2014 0% $0.00
Total Direct Salary Cost $5,164.48
Overhead Cost @ 114 16% of Direct Labor $5,895.77
Fixed Fee @ 30,0% of Direct Labor $1,549.34
Total Overhead & Fixed Fee Cost $7,445.11
Total Direct Salary Cost $12,609.59
Direct Expenses
Reproduction Cost
No.
Each
Cost
Reports
0
$0.05
$0.00
Misc. copies
0
$0.05
$0.00
Reprographics
0
$40
$0.00
Mail/Deliveries/etc.
0
$15
$0.00
Mileage
0
Mi. @
$0.560
/Mile
$0.00
Auto Rental/Gasoline
2
days @
$85
/day
$170.00
Lodging
2
days @
$110
/day
$220.00
Aerial Photographs
0
$0
$0.00
Travel Total (airfare, train, etc)
2
$500
$1,000.00
Equipment Rentals, EDM, GPS
0
$0
$0.00
Parking
0
$0
$0.00
Per Diem
4
days @
$75
/day
$300.00
$1,690.00
Subcontracts
Bernardo I Wills Architects 0 $0 $0.00
$0.00
Subtotal $1,690.00
Total $14,299.59
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
City of Pasco, Washington
TASK 7 - SUPPLEMENTAL GEOTECHNICAL EXPLORATION
Project Manager
Sr. Quality Control
Sr. Traffic Engineer
Traffic Engineer
Sr. Civil/Trans Engineer
Transportation Engineer
Utilities/Stormwater Engineer
Lead Geotech Engineer
Sr. Geotech Reviewer
Jr. Geotech Engineer
Project Archaeologist
Senior Environmental Reviewer
Senior Environmental Scientist
Environmental Scientist
NEPA Planner
Right -of Way Land Surveyor
Survey Technician
Technical Editor
CADD Designer
Project Acct/Procurement
Administrative Assistant
Senior GIS Analyst
Direct Salary Cost
2
$
53.77
$107.54
0
$
77.42
$0.00
0
$
38.85
$0.00
0
$
29.64
$0.00
0
S
51.40
$0.00
0
$
37.00
$0.00
2
$
37.07
$74.14
30
$
48.36
$1,450.80
2
$
67.08
$114.16
8
$
49.53
$396.24
0
$
27.37
$0.00
0
$
44.51
$0.00
0
$
41.59
$0.00
0
$
28.01
$0.00
0
$
59.87
$0.00
0
$
44.35
$0.00
0
$
23.58
$0.00
0
$
23.32
$0.00
0
$
26.15
$0.00
2
$
27.68
$55.36
4
$
25.90
$103.60
0
$
36.71
$0.00
Total Hrs. 50
$2,301.84
Direct Salary Escalation Cost (estimated)
2013 to 2014
Total Direct Salary Cost
Overhead Cost @ 114.16% of Direct Labor
Fixed Fee @ 30.0% of Direct Labor
Total Overhead & Fixed Fee Cost
Total Direct Salary Cost
Direct Expenses
$2,301.84
0% $0.00
$2,301.84
$2,627.76
$690.56
$3,318.33
Reproduction Cost
No.
Each
Cost
Reports
0
$0.05
$0.00
Misc. copies
0
$0.05
$0.00
Reprographics
0
$40
$0.00
Mail/Deliveries/etc.
0
$15
$0.00
Mileage
660
Mi. @
$0.560 /Mlle
$369.60
Auto Rental/Gasoline
2
days @
$85 /day
$170.00
Lodging
2
days @
$110 /day
$220.00
Aerial Photographs
0
0
$0
$0.00
Travel Total (airfare, train, etc)
0
$350
$0.00
Equipment Rentals, EDM, GPS
1
$50
$50.00
Parking
0
$30
$0.00
PerDiem
0
days @
$75 /day
$0.00
Drilling
1
$4,500.00
54,500.00
Excavating/Test Pit
0
$2,000.00
$0.00
Materials Lab
1
$600.00
$600.00
Subcontracts
Bernardo I Wills Architects 0 $0 $0.00
Subtotal
Total
$5,620.17
$5,909.60
$5,909.60
$11,529.77