RBF Consulting - Agreement for Santa Teresa Blvd. Widening Project - Addendum No. 1ROBERT BEIN, WILLIAM FROST & ASSOCIATES
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
JN 35- 100063.002
April 21, 2000
Revised April 28, 2000
Revised May 12, 2000
Ms. Kristi Abrams
Traffic Engineer
CITY OF GILROY
7351 Rosanna Street
Gilroy, CA 95020 -6197
Subject: Addendum #01, Santa Teresa Boulevard
i�"F1'coo �)(cI
Dear Ms. Abrams:
In response to your request, Robert Bein, William Frost & Associates is pleased to present this
addendum to provide the final design for the improvements of Santa Teresa Boulevard from
Mantelli Drive to 1000' north of Longmeadow Drive. Included in this scope of work are street,
soundwall and traffic improvement plans; storm, and water utility plans; and the coordination
for the relocation of the dry utilities.
Enclosed for your review are the following exhibits: Scope of Services, Exhibit "A" and
Proposed Compensation, Exhibit "B ".
Should you have any questions, please do not hesitate to call me.
Sinccerrely,
John S. e mer,
Vice P ident
JSZ /kc
cc: Garrett Gritz, RBF
William Conyers, RBF
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Professional Service Since 1944
1981 NORTH BROADWAY • SUITE 235 • WALNUT CREEK, CALIFORNIA 94596 -3817 • 925.906.1460 • FAX 925.906.1465
OFFICES LOCATED THROUGHOUT CALIFORNIA, ARIZONA AND NEVADA • WEB SITE: www.rbf.com
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
Revised May 12, 2000
Page 1 of 12
EXHIBIT "A"
SCOPE OF WORK
SANTA TERESA BOULEVARD WIDENING
AND MANTELLI DRIVE GAP CLOSURE PROJECT
ADDENDUM #1
PHASE I FINAL DESIGN PLANS, SPECIFICATIONS AND ESTIMATES
TASK 1.0 FIELD TOPOGRAPHIC SURVEYS
Consultant will perform field topographic surveys of the box culvert inverts and
channels and concrete drainage ditch inverts north of Mantelli on the west side
for final design efforts. Field surveys will also include a 10' X 10' spot elevation
grid at the Longmeadow intersection to be utilized for the intersection design.
Consultant will provide a topographic map file in AutoCAD, Version 14 format
derived from the field survey. Mapping will be compiled at a scale of 1" =40'.
TASK 1.1 STREET IMPROVEMENT PLANS
Consultant shall prepare final plan and profile street improvements at a scale
of 1" = 40' based upon the approved geometric plans developed under the
original scope of work. Milestone submittals will be provided at 50 %, 90% and
100% level of completion for City review, comments and approval. All plans
will be completed in conformance with the latest design and drafting standards
of the City of Gilroy and Caltrans. The plans on Santa Teresa Boulevard will
extend from approximately 450' north of Mantelli Drive to 1000' north of
Longmeadow Drive. Join condition transitions will be designed east and west
of Santa Teresa Boulevard on Longmeadow Drive. A detailed intersection
design will be developed for the Longmeadow intersection with spot elevations
shown on a 10'x 10' grid to assure proper drainage throughout the intersection.
The following are the anticipated plan sheets:
Plan
Typical Cross Sections & Detail Sheets
Intersection Detail
Plan and Profile
Total
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Estimated Number of Sheets
2
1
4
7
Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
TASK 1.2 DESIGN CROSS SECTIONS
Revised May 12, 2000
Page 2 of 12
Consultant will prepare design cross sections at a scale of 1" = 10' horizontal and
1" =1' vertical which will show original ground, the proposed improvements and
removals. The design cross sections will not be a part of the plan set, but will be
presented in a 11" x 17" booklet format for the City to verify design elements.
It is anticipated that 34 sections will be provided and included in the original
project cross section design booklet.
TASK 1.3 STORM DRAIN IMPROVEMENT PLANS
Consultant will prepare Storm Drain Improvement Plans at a scale of 1" = 40'.
Plans will show any new inlets required and the relocation of catch basins with
appropriate lateral plan and profile extensions. Main line storm drain
improvements are excluded from this scope of work. The extension of Morey
Channel #1 and #2 on the east side of the culvert will be by the utilization of
Caltrans standard plan details; no separate structural calculations or details will
be provided. The enclosure of the west side of Morey Channel #1 will require
special design details and structural calculations. It is proposed to place two
large catch basins at the sound wall to intercept the flow at these drainage
outlets, then tie the catch basins to Morey Channel #1 with storm drain pipes
and further enclose the front face of Morey Channel #1 with a solid concrete
headwall. (See Design Memorandum and Sketch dated April 17, 2000) The
following sheets are anticipated for this effort:
Plan Estimated # of Sheets
Extend Morey Channel #1 (East Side) 1
Extend Morey Channel #2 (East Side) 1
Enclose Morey Channel #1 (West Side) 1
Structural Details for Morey Channel #1 1
(For West Side Enclosure)
S.D. Extensions & Details (Santa Teresa) 2
S.D. Extensions & Details (First Street) 1
Total 7
TASK 1.4 WATER LINE RELOCATION PLANS
Consultant will utilize the utility information gathered under Phase 1 to prepare
water line utility relocation plans (i. e. hydrants, meters) for the project at a
scale of 1" = 40'. This task also includes the design of any new hydrants as may
be required. It is anticipated that two sheets will be required for this task.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
TASK 1.5 DRY UTILITY NOTIFICATIONS
Revised May 12, 2000
Page 3 of 12
Consultant will identify other utility owners within the sphere of the project
which may be affected by the proposed improvements. Consultant will request
locations for existing and proposed utilities. Consultant will provide
coordination interface to establish controls for utilities that would be included
within the right -of -way limits, identify agencies responsible for the design and
construction or relocation of said utilities and contact each agency to determine
what utilities relocation efforts are required by this project. This task excludes
preparation of dry utility relocation plans which will be prepared by others, if
required.
Utility potholing, if required, will be by City forces or the serving utility as
appropriate. Consultant will request information and notify utility at
appropriate milestones as necessary.
TASK 1.6 TRAFFIC SIGNING AND STRIPING PLANS
Consultant will prepare Traffic Signing and Striping Plans at a scale of 1 "= 40',
with plan sheets to be double loaded. Plans will be prepared in accordance with
the "Caltrans Traffic Manual ", Standard Plans and Specifications and the
requirements of the City of Gilroy. It is anticipated that two sheets will be
required for this task.
TASK 1.7 TRAFFIC SIGNAL AND STREET LIGHT PLANS
Consultant will prepare a Traffic Signal Modification Plan at a scale of 1" = 20'
for the Longmeadow Drive intersection on Santa Teresa Boulevard. Plans will
be prepared in accordance with the requirements of Caltrans and the City of
Gilroy. It is anticipated that one sheet will be required for this task.
Consultant will prepare Street Light Plans at a scale of 1" = 40'. Plan sheets will
be double loaded. Street light plans will be for Santa Teresa Boulevard only.
Plans will show location of street lights, conduit and pull box location. Lighting
wiring will be sized and appropriate wiring diagrams will be provided. It is
anticipated that three sheets will be required for this task.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
TASK 1.7A TRAFFIC SIGNAL INTERCONNECT SYSTEM
Revised May 12, 2000
Page 4 of 12
Consultant shall prepare plans for installation of traffic signal interconnect
conduit and wiring along Santa Teresa Boulevard from Mantelli Drive to
Longmeadow Drive The plan will also show the installation of traffic signal
interconnect hardware / software at the controller cabinets. It is anticipated that
one sheet will be required. (The original contract required two sheets.)
TASK 1.711 TRAFFIC SIGNAL TIMING AND COORDINATION PLANS AND TIME SPACE
DIAGRAMS
As part of the RBF Project Team, Hartzog & Crabill Inc.(HCI), shall prepare
Traffic Signal Timing Plans and Coordination Plans including Time Space
Diagrams for the traffic signal at the Santa Teresa Boulevard and Longmeadow
Drive location. The following services will be provided under this task:
ArterialAnalysis — Signal timing parameters, travel -time data, twenty -four hour
traffic counts and traffic signal plans will be collected from the City of Gilroy to
analyze the project intersection. RBF will collect the peak hour traffic counts.
The collected data will be analyzed for the project roadway utilizing timing
optimization software. This analysis software will assist in the development of
the time -space diagram and the related coordination timing plans which will
include: Cycle, offset, split, and phase sequencing for each signalized location.
"Free" timing parameters at the project intersection will be reviewed for
recommend changes, if any, that will improve the overall operation of the traffic
signal systems. Examples of free timing parameters that would be reviewed are:
Walk and walk clearance intervals, minimum and maximum green times, yellow,
red, extension /gap times and other programmed options.
Three copies of the timing sheets will be provided for the intersection.
Timing Plan Implementation - Upon approval of the timing plans by the City,
County and Caltrans, the timing plans will be implemented into the local
controllers for each project intersection. The implementation of the timing
plans into the local controllers will involve manually entering the various timing
parameters into the controllers and master controller (if existing).
Timing plan information will include the following: Revised "free" timing,
coordination timing (AM, Midday and PM), and any time -of -day parameters.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
Revised May 12, 2000
Page 5 of 12
Three copies of the timing sheets for the project intersection will be provided
to the City.
Calibration of Timing Plans — Following the implementation of the final timing
parameters, HCI will drive the corridor during the periods when time -of -day
plans are in operation and make final adjustments. The calibration of the
system will take place over a period of three days to thoroughly observe vehicle
progression and any impacts to left- turning and side street traffic.
Products: 1. Traffic Signal Timing and Coordination Plans
(a) Time Space Diagrams
(b) Timing Sheets for Each Project Intersection
TASK 1.7C INTERSECTION TURNING MOVEMENT TRAFFIC COUNTS
In order to develop the signal timing and coordination plans, intersection
turning movement traffic counts will be taken for the morning, mid -day and
afternoon peak hours.
It is estimated that the City will provide twenty -four hour traffic counts to assist
in the development of the signal timing and coordination plans.
Product: 1. Morning, Mid -day and Afternoon Intersection Turning
Movement Traffic Counts (1 intersection)
Exclusions — Any work relating to the following items are specifically excluded
from the engineering services but may be added as additional services for an
additional fee:
A. Left Turn /Right Turn Storage Report
B. Additional Traffic Engineering Reports
C. Subconsultant Meeting Attendance
D. Additional Peak Hour Traffic Counts
E. Twenty -Four Hour Traffic Counts
F. Additional Timing Sheets and Coordination Plans
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
TASK 1.8 SOUNDWALL IMPROVEMENT PLANS
Revised May 12, 2000
Page 6 of 12
Consultant will prepare soundwall plan and profile sheets at a scale of 1 " =40'
horizontally, and 1" = 4' vertically for those soundwalls identified in the EIR to
be removed and replaced between First Street and Longmeadow Drive. (This
task was not included in the original contract). The profile will identify top of
wall, back of sidewalk or finished ground surface and the retaining height of the
wall. It is anticipated that 6,500 lineal feet of sound wall will be shown on the
plans. No structural sections or details will be provided. It is anticipated that
5 sheets will be required.
TASK 1.9 LANDSCAPE CONCEPT PLAN AND RENDERING
Consultant shall prepare one (1) presentation quality landscape concept plan for
the project from 1S` Street to Longmeadow Drive at a minimum scale of 1" =20'.
The plans will be prepared based on site opportunities and constraints, client
goals and objectives and the design requirements of the city of Gilroy. The plan
shall depict landscape design concepts, plant palette and plant sizes. The plan
will be rendered in color on base maps prepared by consultant under a separate
task. The plan and a preliminary estimate of construction costs will be
submitted to the client for review, comment and approval
TASK 1.10 LANDSCAPE CONSTRUCTION DRAWINGS
Consultant shall prepare one (1) set of Landscape Construction Drawings
including plans, specifications and estimates in sufficient form and detail to
publically bid and construct landscape improvements. The plans will be
prepared in AutoCADD 14 at a minimum scale of 1" = 20' on base sheets
prepared by Consultant under a separate task. The plans will be prepared based
on the approved Landscape Concept Plan. The plans shall include two (2)
irrigation plan sheets, and two (2) planting plan sheets.
TASK 1.11 CONSTRUCTION STAGING / TRAFFIC CONTROL PLANS
Consultant will prepare a two phase staged construction plan for this project.
Plans will be developed at a scale of 1" = 40' double loaded. Plans will be
prepared in accordance with the "Standard Plans" and the "Manual of Traffic
Control for Construction and Maintenance Work Zones" published by Caltrans.
Typical phasing details will be provided. It is anticipated that six (6) sheets will
be required for this task.
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Robert Bein, William Frost & Associates Revised May 12, 2000
Contract Agreement for JN 35- 100063.002 Page 7 of 12
TASK 1.12 FINAL QUANTITY AND COST ESTIMATES
Consultant will prepare final quantity take off and cost estimates for each plan
submittal at 90% and 100 %. One composite quantity and cost estimate will be
provided. The final quantity take off will utilized in the preparation of the bid
schedule.
TASK 1.13 SPECIFICATIONS
Consultant will prepare contract documents in accordance with the
requirements of the City of Gilroy. The City will provide its current
`boilerplate" contract forms, general conditions, and general provisions on a
diskette in Word format.
TASK 1.14 CONSTRUCTION EASEMENTS
Consultant shall prepare up to 80 temporary construction easement legal
descriptions and plat maps for the removal and replacement of the soundwalls.
TASK 1.15 MEETING ATTENDANCE
Consultant will attend up to four (4) coordination meetings with the City and
other agencies during the implementation of this additional work. Consultant
will arrange meetings, provide discussion materials and agendas and develop
and distribute meeting notes.
TASK 1.16 PROJECT MANAGEMENT
Consultant will provide project management, liaison with affected entities,
progress monitoring and maintenance of project files.
Consultant will supervise, coordinate, monitor and review design for
conformance with City standards, policies and procedures.
Consultant will prepare an action item matrix, document all project decision and
distribute correspondence copies.
TASK 1.17 GOVERNMENT PROCESSING (NORMAL)
Consultant will prepare encroachment permits for the City for submittal to the
County of Santa Clara and Santa Clara Water District. Consultant shall
coordinate, provide review and obtain County approval for these permits.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
TASK 1.18 REGULATORY PERMITS
Revised May 12, 2000
Page 8of12
A. Conduct Delineation of Waters of the US, Including Wetlands
Consultant will conduct a wetland delineation of South and North Morey
Creeks near their intersection with Santa Teresa Boulevard. The
delineation will be conducted for the creek areas potentially affected by
roadway improvements. The delineation will be conducted as per
current protocol of the Corps of Engineers (ACOE) (1987 Manual).
The delineation will be based on the existing condition. Using field data
collection, aerial photo review, maps and other information the location
and extent of Waters of the US, including wetlands, will be determined
for the project area(s). During the field surveys data will be collected on
soils, hydrology and vegetation as per current ACOE guidelines (3-
parameter approach). Field data will be recorded onto Routine
Delineation Data Sheets.
A delineation report, including applicable maps and other graphics, will
be prepared for submittal to the City of Gilroy and, if necessary, the
ACOE. The report will include the field data sheets in an appendix.
The text and graphics will demarcate the extent of areas meeting the
wetland definition under the ACOE protocol. The scope of services
assumes the Client will supply a topographic base map suitable for the
delineation of mapping work.
A draft report will be submitted to the City for review and comment.
Following receipt of comments, a final delineation report will be
prepared.
B. Preparation of Permit Applications and Consultation with Regulatory
Agency Personnel
Section 404 Nationwide Permit. Consultant will prepare the applicable
pre- construction notification for the City's submittal to the ACOE (Eight
(8) copies of notification and supporting documents.) Consultant will
also attend a field meeting with the ACOE to review the site and
facilitate permitting. As necessary, Consultant will consult with ACOE
personnel on regulatory issues relating to the erosion repair project and
the applicable nationwide permit for the project. The scope of work
assumes that the project will qualify for a Nationwide Permit # 14, Linear
Transportation Projects, which require a pre- construction notification.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
Revised May 12, 2000
Page 9 of 12
Section 401 Water Quality Certification Application: Consultant will
prepare the City's application for the RWQCB's Section 401 Water
Quality Certification (or waiver). Applicable supporting documents will
be included with the application, including a copy of the ACOE
submittals (2 copies). The scope of services assumes that the City will
pay all applicable permit fees that accompany the submittal. Measures
to be utilized to minimize sediment transport from the project work area
will be included in the regional board submittal. Consultant will attend
a field meeting with the RWQCB to review the site and facilitate
permitting.
CDFG StreambedAlterationAgreement: Consultant will prepare the City's
application for a CDFG 1601 Streambed Alteration Agreement.
Applicable supporting documents will be included with the application,
including a copy of the ACOE submittals and reduced size project plans
(2 copies). The scope of services assumes that the City will pay all
applicable permit fees that accompany the CDFG submittal. Consultant
will also attend a field meeting with the CDFG to review the site and
facilitate permitting.
PHASE II CONSTRUCTION SUPPORT SERVICES
TASK 2.1 CONSTRUCTION SUPPORT SERVICES
Consultant will provide services during the construction phase of the project by
responding to questions, preparing plan revisions as required and the review of
any shop drawings. Services will be provided on a time and material basis within
the budget established under the fee section.
TASK 2.2 AS -BUILT RECORD DRAWINGS
Consultant will prepare one set of duplicate mylars "As- Builts" record plans
based on markings provided by Contractor during construction.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
EXCLUSIONS
Revised May 12, 2000
Page 10 of 12
The following are excluded from this additional scope of work as part of this addendum:
1. Formal drainage studies, with the exception of drainage calculations as necessary to
support any proposed drainage system modification to be designed in Phase I.
2. Geotechnical and pavement analysis and or reports. As discussed with City staff,
any updating of the existing data and /or supplemental studies (if required) can be
contracted directly by the City with the existing Geotechnical Consultants.
3. Utility Relocation Plans other than water relocation plans.
4. Storm Water Pollution Prevention Plan /Notice of Intent.
5. Construction staking, inspection, administration, construction quantity calculations
and management.
6. Soundwall and retaining wall structural design and permitting.
7. Legal Descriptions and Exhibits except as provided in Task 1.14
8. Any item not specifically identified above.
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
EXHIBIT "B"
"PAYMENT SCHEDULE"
SANTA TERESA BOULEVARD WIDENING
AND MANTELLI DRIVE GAP CLOSURE PROJECT
ADDENDUM #01
Revised May 12, 2000
Page 11 of 12
The total payment to CONSULTANT for all work, service, material, equipment and
incidentals necessary for performing and completing the Tasks set forth in this agreement,
shall be for the sum of $177,410.00.
CITY shall compensate CONSULTANT in proportion to the services performed and
invoiced to the CITY as outlined below, subject to Article 4 of this agreement.
PHASE I
FINAL DESIGN PLANS, SPECIFICATIONS AND ESTIMATES
TASK
DESCRIPTION
FEE
Task 1.0
Field Survey
$7,750.00
Task1.1
Street Improvement Plans
$26,375.00
Task 1.2
Design Cross Sections
$5,640.00
Task 1.3
Storm Drain Improvement Plans
$28,580.00
Task 1.4
Water Line Relocation Plans
$3,060.00
Task 1.5
Dry Utility Notifications
$2,510.00
Task 1.6
Traffic Signing and Striping Plans
$4,900.00
Task 1.7
Traffic Signal and Street Light Plans
$9,230.00
Taskl.7a
Traffic Signal Interconnect System
$2,530.00
Task 1.7b
Traffic Signal Timing and Coordination Plans
$2,080.00
Task 1.7c
Intersection Turning Movement Traffic Counts
$380.00
Task 1.8
Soundwall Improvement Plans
$9,020.00
Task 1.9
Landscape Concept Plan and Rendering
$2,950.00
Task 1.10
Landscape Construction Drawings
$7,500.00
Task 1.11
Construction Staging / Traffic Control Plans
$13,270.00
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Robert Bein, William Frost & Associates
Contract Agreement for JN 35- 100063.002
Revised May 12, 2000
Page 12 of 12
Task 1.12
Final Quantity and Cost Estimates
$4,050.00
Task 1.13
Specifications
$2,630.00
Task 1.14
Construction Easement
$11,520.00
Task 1.15
Meeting Attendance
$4,640.00
Task 1.16
Project Management
$2,490.00
Task 1.17
Government Processing
$2,660.00
Task 1.18
Regulatory Permit
$5,990.00
Phase I Subtotal
$159,755.00
PHASE II
CONSTRUCTION SUPPORT SERVICES
TASK
DESCRIPTION
FEE
Task 2.1
Construction Support Services
$3,800.00
Task 2.2
As -Built Record Drawings
$2,490.00
Phase II Subtotal
$6,290.00
Subtotal Professional Fee
$166,045.00
Reimbursable Expenses $10,000.00
Total Professional Fee $176,045.00
Blueprinting, reproduction, messenger service and other direct expenses will be charged as
additional costs plus a fifteen percent (15 %) handling fee. A Subconsultant Management Fee
of fifteen percent (15 %) has be added to the direct cost of any subconsultant services to
provide for the costs of administration, subconsultant consultation and insurance.
The fees proposed herein shall apply until December 31, 2000. Due to ever - changing costs,
Consultant will increase those portions of the contract fee for which work must still be
completed after December 31, 2000, by ten - percent (10 %).
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Santa Teresa Boulevard Widening and Mantelli Drive Gap Addendum #1
ROBERT BEIN, WILLIAM FROST AND ASSOCIATES
Prepared for: City of Gilroy
Job No: 35- 100063.002
Revised: 05/12/2000
Prepared By: William Conyers
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Project
Project
Design
CADD
Principal
Manager
Engineer
Engineer
Tech.
Clerical
Survey
Final Hours
Final Fee
Hours
Hours
Hours
Hours
Hours
Hours
Crew Hours
Total
Total
PHASE 1 Final Plans, Specifications and Estimates
Task 1.0 Field Survey
0
0
10
16
0
0
32
58
$7,750.00
1.1 Street Improvement Plans
0
8
50
132
165
0
0
355
$26,375.00
1.2 Design Cross Sections
0
0
12
60
0
0
0
72
$5,640.00
1.3 Storm Drain Improvement Plans
4
16
48
160
144
0
0
372
$28,580.00
1.4 Waterline Relocation Plans
0
4
8
24
0
0
0
36
$3,060.00
1.5 Dry Utility Notifications
0
2
20
0
0
8
0
30
$2,510.00
1.6 Traffic Signing and Striping Plans
0
8
8
28
16
0
0
60
$4,900.00
1.7 Traffic Signal and Street Light Plans
2
12
30
26
40
0
0
110
$9,230.00
1.7a Traffic Signal Interconnect System
0
2
0
20
12
0
0
34
$2,530.00
1.7b Traffic Signal Timing and Coordination Plans
0
4
5
0
17
0
0
26
$2,080.00
1.7c Intersection Turning Movement Traffic Counts
0
0
4
0
0
0
0
4
$380.00
1.8 Soundwall Plan & Profile
0
8
12
64
32
0
0
116
$9,020.00
1.9 Landscape Concept Plan and Rendering
0
2
0
36
0
0
0
38
$2,950.00
1.1 Landscape Construction Drawings
0
12
0
80
0
0
0
92
$7,500.00
1.11 Construction Staging /Traffic Control Plans
2
16
52
80
0
0
0
150
$13,270.00
1.12 Final Quantity and Cost Estimates
2
4
8
28
0
8
0
50
$4,050.00
1.13 Specifications
0
6
16
0
0
8
0
30
$2,630.00
1.14 Construction Easements
0
8
56
0
80
0
0
144
$11,520.00
1.15 Meeting Attendance
16
16
0
0
0
0
0
32
$4,640.00
1.16 Project Management
6
12
0
0
0
0
0
18
$2,490.00
1.17 Government Processing
0
4
0
24
0
8
0
36
$2,660.00
1.18 Regulatory Permits
2
12
40
8
$5,990.00
Subtotal - PHASE 1
34
156
379
778
506
40
32
1925
$159,755.00
PHASE 2 Construction Support Services
Task 2.1 Construction Support Services
4
16
12
0
0
0
0
32
$3,800.00
2.2 As -Built Record Drawings
2
8
4
0
12
0
0
26
$2,490.00
$6,290.00
Subtotal - PHASE 2 6 24 16 0 12 0 0 58
HOURS TOTAL
40
180
395
778
518
40
32
1983
$166,045.00
Hourly Rate
165.00
125.00
95.00
75.00
65.00
45.00
175.00
Fee Total
$6,600.00
$22,500.00
$37,525.00
$58,350.00
$33,670.00
$1,800.00
$5,600.00
$166,045.00
Reimbursable Budget
$10,000.00
Total
$176,045.00
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