17-0125_ANDERSON PENNA PARTNERS, INC._Unsuccessful Proposal - PencoClient Success is Our Success
August 16, 2016
Mr. George Alvarez, PE, City Engineer/Traffic Engineer
City of San Juan Capistrano, Public Works and Utilities Department
32400 Paseo Adelanto,
San Juan Capistrano, CA 92675
RE: RFP for Engineering Design Services for Camino Capistrano Pavement Rehabilitation Project
Dear Mr. Alvarez:
Enclosed please find our Scope of Services, Approach, Fee and the hourly rates for PEN CO and our sub-
consultants for the subject project.
We are excited about the opportunity to assist you and the City of San Juan Capistrano.
Sincerely,
Project Manager
I rvi ne I Corona I San Diego
16842 Von Karm an Ave., Ste. 150, Irvi ne, CA 92606 I T (949) 753-81 11 I F (949) 753-0775
www.pen coe n g.com II
SCOPE OF SERVICES
PHASE I-DESIGN DOCUMENT PREPARATION
1. Kick-off Meeting
PENCO Engineering, Inc. shall attend the Project Kick-Off Meeting with the City of San Juan Capistrano
immediately following the award and execution of the contract. The meeting will provide the opportunity to
review the Project needs and requirement, review and update schedule, establish protocol for project
coordination , communication and periodic meetings, as necessary. The exchange of information on initial
project design criteria with respect to applicable standards, formatting of reports, plans, specifications, and
any other project document, as well as any additional issues or concerns of the City or PENCO Engineering,
Inc., will be discussed with the City.
2. Records and As-Built Research:
1. Perform all necessary research to establish the precise location of all utilities based on the latest
available records . Items that require verification during construction will need to be considered
during the design phase and incorporated into the final plans and contract documents . All utility
research must be reconciled with topographic features in the field survey data prepared as part of
this scope of work.
2. Verify and confirm pipe and manhole data (invert elevation, size, depth of cover, location, etc.) for
the existing storm drainage and sewer services within the project limits .
3 . Verify and confirm pipe size, cover and exact locations for all water main lines including laterals,
fire hydrants, meters and all appurtenant materials located within the project limits.
4 . Verify exact locations and depth of all gas service lines and appurtenant materials located within
the project limits.
5 . Verify the exact locations and depth of all underground power, data, communications conduits and
cables, fiber optic, TV cables, street light cables, traffic signal cables, located within the limits ofthe
project.
6. Preliminary and final plans are to be sent to all affected utility companies .
3. Project Management and Coordination
PENCO Engineering, Inc. will manage the design of this Project and provide coordination among the City and
all other utility agencies involved, as well as with our design team . This task will include attending City and
design team meetings to discuss the specifics of the Project . This task will also include maintaining the
Project Schedule and preparing meeting minutes and status reports informing the City of our progress on
the Project
4. Survey:
A. Research
PENCO shall obtain copies of record data maps (i .e.: Tract Maps, Parcel Maps and Records of Survey), Corner
Records , Centerline Tie Notes and Benchmarks with the City of San Juan Capistrano and County of Orange.
B. Horizontal, Vertical & ROW Control
PEN CO shall establish project GPS horizontal control based upon the County of Orange Primary Control
reference monuments. A verification of existing site survey monuments shall be made as a means of
establishing the project limits relative to the street center lines of record. The vertical control shall be based
upon the County of Orange benchmarks relative to the North American Vertical Datum of 1988 (NAVD'88).
C. Site Topography 1800' LF (Cl to TBW Westerly Yz of Road)
1. Field locations & Elevations
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PENCO shall obtain ground specific field locations and elevations in accordance with the project RFP
within the defined mapping limits (See Exhibit "A"). Said areas shall include the existing roadways,
traffic lane d ifferentiation, concrete walkways, ADA ramps, curbs, gutters and finish pavement.
2. Compile Topographic Survey Map
PENCO shall prepare a detailed Topographic Survey Map based upon on the ground locations and
elevations within the defined mapping limits in accordance with the American Congress of Surveying &
Mapping (ACSM) 2016 mapping requirements for the project specified area.
Said mapping shall include :
1. A scale of 1' = 20';
2. One (1.0') foot Contours;
3 . Twenty-five (25') foot spot elevations;
4 . Hardscape areas & sidewalk paths;
5. ADA paths of travel;
6 . Identification of visible field located utilities and existing utilities as discovered by means of
project research .
5. Geotechnical Services
Pavement and Soils Materials Report
We understand that the existing roadway has developed isolated areas of significant cracking and depressions.
We propose to perform the following scope of work to identify the potential causes of these distresses and to
develop pavement repair recommendations:
• Task 1-Pavement Surface Condition Assessment & Dig Alert
• Task 2-Pavement Coring
• Task 3-Laboratory Testing
• Task 4-Pavement Engineering Analysis
• Task 5-Pavement Report
Details for each task are provided on the following sections .
SCOPE OF WORK
Task 1 -Pavement Surface Condition Assessment and Dig Alert
We propose to perform a visual assessment to evaluate the pavement's surface condition . This assessment will
be performed to document the type, extent, and severity of the various pavement distresses . Distresses such
as alligator cracking, block cracking, longitudinal cracking, rutting, shoving, weathering, raveling, and more will
be documented. The distresses will be identified in general accordance with ASTM D6433 . This information will
be used to help develop the most cost-effective repair strategy to improve the pavement condition .
During this site visit, we will also mark the pavement coring locations. Dig Alert will be notified so that known
underground utilities can be identified.
Task 2 -Pavement Coring
Pavement corings will be performed to identify the thickness of the existing pavement sections and to collect
sub-surface materials for laboratory testing. Understanding the in-place pavement structural sections and
underlying materials that supports the pavement structure is essential for developing effective repair
recommendations.
We will perform three (3) corings, two (2) on the southbound side slow lane and one (1) on the northbound
side (one lane only).
The corings will be drilled to a maximum depth of four foot below the top of the existing asphalt concrete
surface using an electric-powered core drill. Sampling and digging below the AC section will be performed using
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hand tools . The thickness of the existing asphalt concrete (AC) and aggregate base (AB), if present, will be
recorded. A bulk sample of the subgrade soil will be collected. At select locations, drive samples will be
collected at the top approximate six inches of the subgrade to gather in-place density and moisture
information. Upon completion of the sampling, the core hole will be back-filled with aggregate base materials
and asphalt concrete cold mix.
Assumptions:
• We will perform single-lane closure traffic control in accordance with the WATCH Manual to redirect
traffic around our coring operations.
• We assume that traffic control plans are not required, but can be provided under a separate proposal if
required.
• Besides a no-fee encroachment permit from the City of San Juan Capistrano, we assume that other
permits from other agencies are not required, such as Co/trans or County of Orange.
• Our budget estimates assumes that prevailing wage rates apply.
Task 3 -Laboratory Testing
Laboratory testing will be performed to evaluate various engineering properties of the sub-surface materials.
Laboratory tests will include:
• In-place moisture and density (3 tests)
• Maximum density and optimum moisture content (1 test)
• R-Value testing (1 test)
• Sulfate content tests (1 test)
• Sieve No. 200 wash and Atterberg Limits for laboratory soil classification (1 test)
In-place moisture and maximum-dry-density & optimum-moisture content tests are performed to evaluate the
densities of the subgrade soils and to assess the potential for unstable materials to become exposed during
construction. The R-value test is performed to evaluate the stiffness of the subgrade soil that supports the
pavement structure and the results are used in our engineering analysis. Sulfate content testing will be
performed to evaluate the compatibility of the existing materials with cement treatment, which may be one of
the repair recommendations provided.
The results of these tests will be considered in the development of the pavement repair recommendations. We
have estimated a quantity oftests based on our past experience with similar projects.
Task 4-Pavement Engineering Analysis
Pavement engineering analysis will be performed in accordance with the California Highway Design Manual.
The underlying soil strength, traffic index, and strength of each pavement structural section is considered in
this analysis procedure, including information gathered from Tasks 1 through 3 described above. Performing
pavement engineering analysis will allow us to develop cost-effective pavement repair recommendations .
Task 5 -Pavement Materials Report
A pavement report will be prepared to present a summary of our findings, conclusions, and recommendations.
In summary, the report will include :
• Site location map;
• Coring location map;
• Select photographs;
• Tables showing existing pavement section thicknesses (asphalt concrete, aggregate base, and subgrade
soil type/condition);
• Laboratory testing results; and
• Pavement repair recommendations.
The provided final report will be signed by a California-registered civil engineer.
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4. Utilities:
Perform all necessary research to establish the precise location of utilities . The City is to be provi ded w ith
copies of all correspondence with contacted utility companies . Coordinate utility work with the City and all
impacted agencies prior to securing approval of final alignment. The Consultant shall ensure that final
design is compatible with all utilities within the project area to be installed, relocated , adjusted, or
otherwise modified. A time assessment of utility relocation should be incorporated into the construction
schedule, as necessary. All overhead utilities must be identified and all pole identification numbers must be
depicted on the plans.
PHASE II -CONSTRUCTION DOCUMENTS
50% Plans, Specification and Estimate Submittals:
1. The City of San Juan Capistrano and APWA standards and structures will be used in the design.
2. Coordinate utility work with the City and all impacted agencies prior to developing final alignment for
the selected improvements .
3 . Consultant shall prepare plan view only (no profile) at a scale of 1"=20' for the street improvements.
4 . No cross sections are required . The detail sheet will show miscellaneous details as required at a scale of
1" = 10' or greater as appropriate.
5 . Six full size sets and one half size set (hardcopies) of the preliminary plans (30% and 60% submittals)
are to be sent to the City and in addition hardcopy sets are to be sent to all affected utility companies .
The submittals shall include all improvements as described in the preceding sections.
6 . Provide the City copies of all correspondences, including all pertinent data provided by the contacted
utility companies .
90% Plans, Specification and Estimate Submittal:
1. Coordinate utility work with the City of San Juan Capistrano and all impacted agencies prior to securi ng
work approval for the final PS&E. Six full size sets and one half size set (hardcopies) of the draft final
plans (90% submittal) shall be sent to the City and in addition hardcopy sets are to be sent to all
affected utility companies .
2. Provide the City copies of all correspondences including all pertinent data provided by the contacted
utility companies .
3 . The consultant shall ensure that the final design is compatible with all utilities in the project area to be
installed, relocated, adjusted , or otherwise modified. A time assessment of any utility relocation should
be incorporated into the construction schedule, as necessary.
4 . Provide a summary of 90% submittal review comments/responses and scanned red-lined plans from
the previous review in hardcopy and electronic format in a CD. Special Provisions shall include
geotechnical boring information, permit requirements, standard details, exhibits, appendices, etc.
100% Plans, Specification and Estimate Submittal:
1. Include for the preparation of one (1) Final Corrected plan (100% submittal) sets on 24" X 36" double
matte 4 millimeter Mylar sheets.
2. Prior to the 100% submittal, the selected consultant shall e-mail a .pdf format plan check set .
3. Produce and deliver one (1) master set of bound specifications per the latest City specification format,
and one digital/electronic (CD-ROM) project PS&E set . The topographic survey work and plans shall be
compatible with the City's Computer Aided -Design standard format/system .
4. AutoCAD files shall be provided to the City at the completion of design .
Project Progress:
1. Progress Review Meetings shall be held at intervals deemed appropriate by the City. At or before
each of these meetings, the consultant shall furn ish two (2) copies of all completed or partially
completed, plans , specifications and estimates which have been developed or altered since the last
Progress Review Meeting.
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2. Progress Reports shall be submitted at monthly intervals, indicating progress achieved during the
reporting period in relation to the progress scheduled. The consultant shall provide the City with a
digital (PDF) copy of the Progress Report at least four (4) working days before the Monthly Progress
Meeting.
Engineer's Estimate:
The cost esti mates for the construction shall include a detailed breakdown of the street improvements,
i ncluding but not limited to demolition, utility relocations, new pavement sections, etc. Consultant project
team shall coordinate and conduct a value engineering study/analysis for the proposed improvements .
PHASE Ill -BID AND CONSTRUCTION SUPPORT
1. Bid Support Services
a. Consultant shall attend the Pre-bid meeting if requested by the City. Bidding procedures will be the
responsibility of the City. While the PS&E construction package is being advertised for bids, all questions
concerning the intent shall be referred to the City for resolutions.
b . In the event that any items requiring interpretation in the drawings or specifications are discovered
during the bidding period, said items shall be analyzed by the consultant for decision by the City, or by a
covering change order after the award of the construction contract.
2 . Construction Support Services
Consultant will receive written notification of the award of a construction contract. Upon such notification,
Consultant w i ll proceed with the services required by the Agreement.
a. Consultant is required to attend the pre -construction meeting with the successful construction
contractor upon notification by the City .
b . The consultant shall visit the site at the request of the City. All construction support work shall be
coordinated with the City.
c. The consultant shall respond to contractor generated request for information (RFI's) and shall revi ew
and comment on submittals submitted by the contractor in accordance with the requirements to be
delineated in the project plans and specification .
d . Consultant shall review and approve all submittals and shop plan drawings required supporting the
construction contract. Consultant shall complete shop drawing reviews within two (2) weeks of receipt.
Contract Change Order reviews shall be completed within two (2) working days of receipt
e . Consultant shall prepare contract change orders (CCO). Consultant shall be available as requested by
the City to resolve discrepancies in the contract documents . Consultant shall bring to the attention of the
City any defects or deficiencies in the work by the construction contractor which the Consultant may
observe . Consultant shall have no authority to issue instruction on behalf of the City, or to deputize
another to do so .
f . Consultant shall perform a final walk and prepare a punch list which shall be presented to the City .
3 . As-Built Record Drawings
The consultant shall prepare and deliver to the City the final as-built plans incorporating field marked prints
supplied by the City. Upon completion of construction, the City will submit field -marked prints to
Consultant. Consultant shall incorporate all changes to the plans electronically with all necessary revision
notations and submit to the City .
12. CONSULTANT RESPONSIBILITY
The selected consultant shall be responsible for the Scope of Services listed in section Ill above and the
followi ng:
A. Project Management and Coordination
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1. Ensure an efficient and coordinated project development process, the delivery of a high quality
product, and development of the project components within budget and on schedule.
2 . Research and coordinate with other agencies and utility companies as necessary to obtain necessary
drawings or as -built plans .
3. Coordinate with the City's Utility Department for any future planned work within the project area .
Provide the City with the Project Schedule for the design phase prior to the commencement of actual
work. Request for Proposals (RFP) Del Obispo Street Widening Project (CIP 16102) 15 City of San Juan
Capistrano.
B. Preparation of detailed Plans, Specifications, and Cost Estimates (PS&E) for Constructi on:
1. Obtain and review existing City plans I records for existing utilities within the limits of project.
2. Perform detailed topographic survey to locate existing infrastructure and significant features as
necessary .
3. Plans shall be drawn using AutoCAD and plot at appropriate scales on 24" x 36" sheets .
4 . Specifications shall be in accordance to the Standard Specifications for Public Works Construction
("Green Book").
5 . Prov i de cost estimates in the format of the Schedule of Bid Items per the City's "Boiler-Plate
Specifications .
6 . Schedule of bid items shall address all items of work as specifically as possible and shall indicate as
precisely as possible the quantities. Provisions for alternate items should also be included as needed to
keep the project within budget.
7 . Prepare a final bid document package incorporating all comments from previous reviews .
8 . Plans, Specifications and Estimates (PS&E) shall be provided to the City in both hardcopy and electronic
formats .
9. AutoCAD files shall be provided to the City at the completion of design.
13. GENERAL REQUIREMENTS
1. Consultant shall perform all work in conformance with the latest City policies and procedures, and
Caltrans' Standards.
2. Consultant shall carry out the instructions received from the City and shall cooperate with the City and
other involved agencies. Consultant has total responsibility for the accuracy and completeness of all
submittal documents and plans and shall quality check all such materials in advance of submitta l. The
City staff will review plans for conformity with the requirements of the Agreement. City reviews of
Consultant submittals do NOT include detailed review or checking of design or the accuracy with which
such designs are depicted in the documents and the plans . The responsibility for accuracy and
completeness of such items remains solely with the Consultant.
3 . The documents and plans furnished under the Agreement shall be of a quality acceptable to the City.
The criteria for acceptance shall be : a product of neat appearance, well organized, technically and
grammatically correct, checked and dated and having the maker and checker identified.
4 . The Consultant shall have a quality control plan (QA/QC) in effect during the entire time work is
performed under the Agreement. The quality control plan shall establish
5 . a process which includes check i ng procedures for PS&E preparation, an independent constructability
review, correcting and back checking procedures, and all job related correspondence and memoranda
dated and received by affected persons and then bound in appropriate job files . The City reserves the
right to request proof of said documentation.
6. The Consultant's work is subject to inspections by representatives of the City.
14. CITY RESPONSIBILITIES
The City shall provide the following :
1. All construction inspection work and contract administration .
2. Any City "as -bu i lt" or record drawings, as available and any existing information in the possession of
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the City necessary to complete the design.
3. Project administration items such as environmental review and permits including Right -to-Enter f
temporary or permanent construction easements if necessary.
15. Exclusions
1. Hydraulics and Hydrology
2 . Street Lights
3 . Drainage Improvements
4. Traffic Study
5 . Environmentallmpacts/Studies
6. Culturallmpacts/Studies
7 . Landscape/Irrigation
8 . Traffic Signals
9 . Off-site Improvements
10. SWPPP
11. WQMP
12. Street Profile
13 . Street Cross Sections
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General Approach
1. PENCO will conduct a kick -off meeting with the City Public Works Department staff. We will present
a Project Schedule clearly defining tasks, milestones, and critical path and progress meetings . We
will invite our sub-consultants and present our plan to start the first phase of the Project.
2. PENCO Engineering will coordinate this project with all other agencies or stakeholders of this
project. PENCO will maintain a communications file which will be provided to the City with records
of all communication that have taken place.
3 . PENCO will conduct monthly progress report meetings with the City. Our project manager will be
ready to present our progress, review schedule milestones, discuss critical paths, and other agency
involvement. We will invite sub-consultants as needed to provide the City all accurate information
and recommendations about the Project . PENCO will be responsible for conducting these meetings
and preparing the agendas and minutes.
4. PENCO will obtain and review existing City as-built plans and records for existing street
improvements and existing utilities within the limits of Camino Capistrano .
5. PENCO will perform a detailed topographic survey of Camino Capistrano to locate existing
infrastructure and significant features as necessary. The topo will include 25 foot cross sections for a
distance of about 2,000 feet from 100' north of the 1-5 Freeway off-ramp to about 100 feet south of
the construction joint where Camino Capistrano widens out.
6 . PENCO will perform pavement coring to collect three samples of in-place soils beneath the
pavement area (two (2) in the southbound lanes and one (1) in the northbound lane) and
recommend a rehabilitation strategy. Traffic control will be provided by PENCO during the f i eld
sampling operations. PENCO will obtain a No Cost permit from the City of San Juan Capistrano . All
traffic control will be performed in accordance with the WATCH Manual. No traffic control plans are
budgeted .
7. PENCO will perform laboratory testing, pavement engineering analysis and provide a report
documenting existing base material condition and repair recommendations .
8 . PENCO will perform a field engineering evaluation to develop recommendations for the remedial
work. Plans will address only the asphalt pavement from the 1-5 off-ramp to the construction joint at
the southerly widening point. The plans do not include the replacement of broken, cracked or raised
curb and gutter and sidewalks. Plans will indicate the adjustment of all utility manholes, valve
covers, etc. Plans will indicate existing below grade and above grade utilities. Plans will not include
designs for the construction of new and/or the replacement of existing curb ramps and other
accessibility improvements for ADA compliancy. PENCO will confer and coordinate with the City
regarding the improvements, including the Utility Department for any future planned work.
9 . PENCO will prepare 24"x36" street improvement plans using AutoCAD at 1"=20' scale and submit
those plans for City review at 50%, 90% and 100% completion levels. The plans will be well
organized, technically and grammatically correct, checked and dated, and identify the drafter, the
designer and the checker . The plans will conform to the latest City policies , procedures and
standards . The plan set will include plan and profile sheets and signing and striping plans which will
include traffic loop replacement as necessary .
10. PENCO will submit specifications in accordance to the Standard Specifications for Public Works
Construction (SSPWC, aka "Green Book").
11. PENCO will submit cost estimates in the format of the Schedule of Bid Items per the City's "Boiler
Plate Specifications". The Schedule of Bid Items shall address all items of work as specifically as
possible and shall indicate as precisely as possible the quantities. Provisions for alternate bid items
shall also be included as needed to keep the project within budget.
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12. PENCO will perform a Quality Assurance I Quality Control (QA/QC) review for each submittal
package. The plans will undergo a design team review which includes a review by the project
manager . Then there will be an independent peer review by another high level engineer not directly
involved in the project. All comments will be addressed prior to each submittal. QA/QC redlines will
be date stamped and initialed by each reviewer.
13 . PENCO will prepare a final bid document package consisting of Plans, Specifications and Estimates
(PS&E) incorporating all comments from previous reviews. Final Bid Package will be provided to the
City in both mylar and electronic formats, including AutoCAD and PDF .
14. PENCO will provide Bid Support Services including attending the pre-bid meeting and responding to
questions concerning the bid package (plans and specifications) prior to bid opening. PENCO will
prepare responses to bidder's questions and prepare contract addenda, if needed, for distribution
to prospective bidders by the City .
15 . PENCO will provide Construction Support Services including attending the pre-construction
conference and responding to contractor's questions concerning the plans, specifications and
estimates . PENCO will be available for site visits to respond to questions arising from the progress of
the work. PENCO will respond to Requests for Information (RFI's) from the Contractor when called
for by the City and prepare modifications or revisions that are related to the project's original scope
and character . PENCO will review contractor's shop drawings and mix designs. The City will not be
billed for nor will they pay for any revisions to the plans and specifications that are required due to
errors or omissions in the original contract documents. PENCO will assist the City in preparation of
contract change orders, if needed . PENCO will participate in the final walk through of the
constructed project and the preparation of the Punch List of needed work.
16. PENCO will prepare As-Built construction drawings based on one set of red-lined drawings provided
to the City by the Contractor, and will submit two (2) full size (36"x24") hard copies of the As-Built
drawings to the City along with one (1) electronic copy in AutoCAD format. The final As -Built
drawings and RFI log will be stamped and signed by a Registered Civil Engineer in the State of
California.
Specific Project Approach
Street Improvements
The southbound lanes of Camino Capistrano between the 1-5 off-ramp and a point about 1,800 feet
south of the off-ramp where the street widens out show signs of base material failure .. There are two
southbound lanes and the north bound roadway transitions from one lane to two lanes at 800 feet
south of the off-ramp and to three lanes at 500 feet south of the off-ramp. The third northbound lane
feeds the 1-5 on -ramp. The 1-5 ramp intersection is signalized. The northerly limit of the project was
described to PENCO as the north side of the intersection avoiding the traffic signal loops in the
southbound lanes .
Camino Capistrano is built out with curb or curb and gutter on both sides, and a sidewalk along the
entire west side that varies in width from 4' to 6'. There are no curb returns or ADA ramps along the
west side of Camino Capistrano . The southerly 450' on the west side, near the south end of the project
has curb only with no gutter while the remainder of the west side is curb and gutter. The east side
transitions from curb and gutter (150') to a freeway retaining wall (300') to a curb only (150 ') and then
back to curb and gutter (1,000').
The westerly most southbound lane received an asphalt overlay about two years ago per a CaiTrans
project. Per our site walk, the asphalt has failed in several locations. Our observations indicate the base
material has failed and we will perform the necessary tests to confirm that observation. The asphalt that
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has not failed shows hairline cracking which we believe will lead to failure in a relatively short period of
time.
PENCO will produce a 5 sheet plan set; 1) Title Sheet, 2) Double Plan View @ 1"=20', 3) Double Plan
View @ 1"=20', 4) Details, and 5) Striping. PENCO will develop pavement rehabilitation alternatives to
meet the project's objectives. Utilities impacted by the rehabilitation such as manholes and valves will
be protected in place or adjusted to grade per City standards . Striping will be replaced in kind.
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COMPENSATION FOR SERVICES
City of San Juan Capistrano Camino
FoR : Capistrano Rehab 99122.16 DATE : 8/16/16
p \2016\99122.16 . City of San Juan Capistrano, Camino Capistrano Pavement Rehab\99122.18 Fee Sheet
PHASE Ill -BID AND CONSTRUCTION SUPPORT
1. Bid Support Services
001 8561 a . Pre-Bid Meeting 2 2 $330
001 8061 b . Pre-B id Questions and Addenda 2 0.5 2.5 $375
2 . Construction Support Services
001 8561 a. Attend Pre-Construction Meeting 2 2 $330
001 8135 b. Site Visits (3 Each) 6 2 8 $1 ,250
001 8790 c . Respond to Requests for Information (RFI's) 6 2 0.5 8.5 $1,295
001 8808 d. Review Shop Drawings and Mix Designs 6 2 0.5 8.5 $1,295
001 8790 e. Prepare Contract Change Orders (CCO's) 6 2 0.5 8.5 $1 .295
001 8135 f. Final Walk I Punch List 4 2 6 $920
001 8755 3. As-Built Record Drawings 4 8 12 $1,700
PHASE Ill SUBTOTAL $8 ,790
TOTALS 19 8 143 0 0 123 0 0 0 8.5 16 0 8 40 0 36 $14.40 1 375 .5
--·-
Sub-Total $77,704
Reimbursables (2.5%) $1,943
TOTAL $79,647
P \2016\99122.16-City of San Ju.n CapiStr ano , Camino Caplstttno Pavemant Reh ab\99122.16 Fee Sheet
Client Success is Our Success
FEE SCHEDULE
Effective January 1, 2016 through December 31, 2016
PERSONNEL
Principal
Engineering Manager
Survey Manager
Senior Project Manager
Project Manager
Senior Project Engineer
Project Engineer
Senior Design Engineer
Design Engineer
Associate Engineer
Engineering Technician
Project Assistant
Processor
Senior Project Surveyor
Project Surveyor
Senior Survey Technician
Survey Technician
2-Man Survey Crew
2-Man Survey Crew Prevailing Wage
1-Man Survey Crew
HOURLY RATE
$ 195.00
$ 180.00
$180.00
$ 180.00
$ 165.00
$ 155.00
$ 145.00
$ 130.00
$ 115 .00
$ 95 .00
$ 85 .00
$ 90.00
$ 95 .00
$148.00
$ 125 .00
$110.00
$ 85.00
$ 210.00
$ 260.00
$ 165.00
Any work performed after the above date shall be billed under new fee schedule rates at a 3% increase .
A new fee schedule will be issued on or before December 31 '1 of each year .
REIMBURSABLE COSTS
Reproductions ; deliveries; travel; meals and lodging; facsimiles; models, renderings and photos; Mylars ; and COs,
not included in scope of work.
All reimbursable costs shall be billed at cost plus 15%
Mileage shall be billed at the current IRS standard mileage rate
All accounts are due net 30 days from the date of invoice
Outstanding accounts shall be charged 1.0% per month
All required overtime work shall be billed at 150% of the hourly rate