Agenda packet — Compton City Council, September 26, 2023 (part 3 of 3)

SIMILAR PROJECT EXPERIENCE
At Mark Thomas, we are proud of our track record of successfully completing projects on time, within budget, and meeting the needs of our clients. Below, we’ve listed projects and references to demonstrate our experience:

AGENCY
City of Culver City

PROJECT SIMILARITIES
ü Construction Management &
Inspection
ü Lead and Asbestos
ü Bridge Construction
ü Existing Steel Girders
ü Permitting Enforcement
ü Field Materials Testing
ü Utility Relocation
ü Traffic Control

HIGUERA STREET BRIDGE REPLACEMENT AND BALLONA CREEK BIKE

PATH CONNECTIVITY IMPROVEMENTS

CULVER CITY
Mark Thomas is providing construction management services and construction contract administration for the Higuera Street Bridge Replacement and Bike Ramp.

Services also include structures representation, falsework, shoring review and other reviews that follow the Caltrans ‘Local Assistance Procedures Manual’, Survey Manuals, all other Caltrans manuals and standard specifications. The project is within the U.S. Army Corps of Engineer (USACE) and follows the USACE’s 408 permit regulations for the channel access during wet and dry seasons.

The City of Culver City, in cooperation with Caltrans, propose to replace the 82- year old structurally deficient bridge and widen the existing Higuera Street Bridge over Ballona Creek. Features of the existing bridge are: 42-feetwide;3 travel lanes; sidewalks on both sides; 3 span steel girders and beam; and a concrete deck. The upgrade will assure compliance with the current seismic and geometric standards but as well will enhance the public safety for bicyclists/pedestrians crossing the bridge and traffic circulation. As part of the upgrade and the widened roadway, the project will also include a new Bike Ramp connection from Higuera Street to the existing Ballona Creek Bike Path.

The project will consist of demolition of the existing bridge, construction of a single span prestressed concrete box girder bridge and a connection ramp to the bike path.

The new bridge will be 70-feet-wide and have four travel lanes, two bicycle lanes, five-foot wide sidewalks, and an observation deck. The existing structure would be replaced by a single-span cast-in-place bridge with prestressed concrete box girders and 24-inch cast-in-drilled-hole (CIDH) piles supported by seat abutments.

ARTESIA BOULEVARD OVER ALAMEDA STREET BRIDGE
REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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AGENCY
City of Pleasanton

PROJECT SIMILARITIES
ü Construction Management &
Inspection
ü Bridge Construction
ü Retaining Walls
ü Utility Relocation
ü Field Materials Testing
ü Traffic Control
I-680/STONERIDGE DRIVE INTERCHANGE

PLEASANTON
Mark Thomas is providing construction management and inspection services and other offsite improvements along Johnson Drive associated with the Johnson Drive Economic Development Zone (EDZ) project. The improvements included widening of Stoneridge Drive east of I-680/Stoneridge Drive Northbound off- ramp intersection to 300 feet east of Johnson Drive, bicycle, and pedestrian improvements along westbound Stoneridge Drive from Johnson Drive to east of the Stoneridge Drive, the overcrossing structure of I-680/Stoneridge Drive northbound on-ramp widening Johnson Drive widening from the EDZ to Stoneridge Drive and Johnson Drive Intersection Improvements.

Scope of work includes conducting pre-construction meetings, pre-bid package assembly, project advertisement, pre-bid conference management, RFIs, bid opening, reviewing, and announcing lowest responsible bidder. We provide daily site inspection and document control, review Contractor’s schedule, monitor schedule progress, notify Contractor when corrective actions are needed. Our team monitors Contractor’s work for compliance with all best management practices and SWPPP requirements. We implement job safety procedures in compliance with CAL-OSHA requirements and monitor Contractor’s compliance, respond to deficiencies and hazards, and investigate and report on accidents. We observe construction safety, public safety, and convenience, and report any issues to the Owner. Our firm inspects traffic control, regular inspections of Contractor’s work and manage materials testing and ensure its done in accordance with the LAPM.

ARTESIA BOULEVARD OVER ALAMEDA STREET BRIDGE
REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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AGENCY
City of South Gate

PROJECT SIMILARITIES
ü Construction Management &
Inspection
ü Field Materials Sampling and
Testing
ü Labor Compliance
ü Local Agency

CITYWIDE RESIDENTIAL RESURFACING

SOUTH GATE
Mark Thomas is providing construction management services for the citywide residential resurfacing to enhance accessibility throughout the neighborhoods in the City. The resurfacing includes pavement rehabilitations, removal and replacement of ADA ramps, rehabilitation of cross gutters, curbs and gutters and sidewalks, adjust to grade manholes and values, speedbumps, street signs and striping. Driveway approaches and ADA access ramps constructed with approved transitions to adjacent A/C pavements and all other existing items adjacent to the City’s improvement. During the construction of the City improvements, access to the pedestrian walkways will always have to be maintained. During the earthwork phase of construction special precautions shall be taken to protect all underground utilities previously identified and unknown utilities will be properly identified and incorporated into the project red line as-built drawings.

AGENCY
City of San Marcos

PROJECT SIMILARITIES
ü Construction Management &
Inspection
ü Bridge Construction
ü Retaining Walls
ü Traffic Control
ü Field Materials Testing
ü Utility Relocation

CREEK DISTRICT CAPITAL IMPROVEMENT PROJECT

SAN MARCOS
Mark Thomas is serving as the Structure Representative for the largest capital improvement project in the City of San Marcos that involves constructing two large three span bridges along Bent Avenue and Via Vera Cruz. The project is funded in large part through the Caltrans HBP , which requires compliance with the requirements outlined in the LAPM. Mark Thomas is providing structure inspections for bridge construction, including reviewing material submittals and shop drawings, inspection of the large diameter piles, foundations, columns, superstructure, and utilities within the bridge. The project also includes seven retaining walls, a soundwall on piles, a pedestrian path under the bridges along the creek with a pedestrian overlook, steel trellis, and steel pedestrian bridge.

In addition, we performed the constructability review of the bridge plans at the 95% design phase. Our review provided comments on the large diameter CIDH piles, utilities through the bridge, polyester concrete overlay on the bike/pedestrian path, consistency of plan sheets, and clarity of special provisions. These comments reduced ambiguity in the plans resulting in a tighter bid spread and reduced opportunity for contract change orders.

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REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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AGENCY
City of Calistoga

PROJECT SIMILARITIES
ü Construction Management &
Inspection
ü Bridge Repair
ü Utility Relocation
ü Field Materials Testing
ü Traffic Control

BERRY STREET BRIDGE REPLACEMENT

CALISTOGA
Mark Thomas provided design, construction management, and inspection for the Berry Street Bridge Replacement over the Napa River project. The new structure is an 80-foot-long single span bridge. The new structure is a precast prestressed voided slab structure to have the shallowest deck profile possible. This replacement also included relocation of underground and overhead utilities, construction of a temporary pedestrian bridge, roadway construction, and a pocket park. The project required construction within the environmentally sensitive Napa River, which required seasonal restrictions. Additionally, a cultural resources monitor was also on-site to evaluate any Native American artifacts that should be discovered.

The project was federally funded and required compliance with the Caltrans LAPM.

In addition to the bridge and roadway construction, the project had extensive utility coordination and relocation services. A 12-inch diameter waterline, a 6-inch diameter recycled water line, a 2-inch diameter gas line, and cable and telephone cables were located on the existing bridge. These utilities were temporarily relocated, then upon completion of the bridge, these utilities were attached to the structure.

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REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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PROFESSIONAL LICENSE NUMBERS

NAME/ROLE LICENSE NUMBER
Mazen Mneimneh, Project Manager CA PE C65560
CA QSD 06556
Mo Rousta, Resident Engineer/Structure Representative CA PE C57600 Please see the table below for license numbers for our proposed Project Manager and Resident Engineer/Structure Representative for this project.

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REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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PROJECT UNDERSTANDING
The City is proposing to replace a section of the Artesia Boulevard Bridge approximately 600 feet west of Santa Fe Avenue in the City of Compton. The project would replace the existing, fire-damaged Span 10 portion of the bridge due to the severity of fire damage to the steel girder members and their connections. A replacement in-kind concept with steel girders will consist of replacing the existing damaged structure with similar components involving the use of a steel superstructure with rolled steel girders. The bridge would be installed by a crane staged adjacent to the bridge and railroad tracks. No permanent or temporary impacts to Compton Creek are proposed. The project work will not extend into the existing railroad right of way.

SCOPE OF SERVICES
The Mark Thomas Construction Management (CM) T eam provides a hands-on approach to managing projects, from inception to completion for bridge projects throughout California. We have developed a management strategy uniquely tailored to accommodate various project requirements and allocated customizable resources from Atlas and Endemic that are supported by strong technical engineering and construction management acumen. Our scope of work on page 23 & Inspection Services is as defined in the RFP . It highlights the broad structure and management strategy of our CM services needed for the scope statement in order to accommodate various projects that differ in the level of complexity. The scope of services has been separated into four segments being:
• Pre-Construction Phase Services
• Construction Management Services
• Construction Inspection Services
• Construction Close-Out Activities

CONSTRUCTION APPROACH
Structures Construction (Bridge Demolition, Substructure Construction, Steel Girder Paint, Steel Girder Erection, Bridge Deck)
The bridge replacement consists of a 49-foot long, 1-span steel girder bridge supported on seat abutments and bent columns.

Bridge Demolition and Lead/Asbestos Removal
Before the bridge demolition operation starts, a “Notice to Remove Asbestos” and any required approval from the
railroad, including but not limited to falsework and crane operation will have to be in place. The removal of the
Asbestos Containing Material (ACM) shall be performed
by a State certified asbestos containment contractor in accordance with the South Coast Air Quality Management
District Rule 1403.

It is anticipated the contractor will remove the railing first (to be salvaged) and saw cut the existing structure at span 10 bridge deck longitudinally and transversely to remove the deck. Once the entire deck is removed, the contractor will either un-bolt the connections (if feasible) or torch cut the steel girders into pieces according to the lead compliance plan. The steel connection at Bent 10 including nuts and bolts will be removed afterwards.

APPROACH AND METHODOLOGY

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REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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Prior to the start of Lead Base Paint (LBP) and asbestos removal activities the contractor will block off entry to the work area, along with any access to the bridge road. Once all the clearances are in place and prior to torch cutting the girder sections identified containing LBP , the work area shall be demarcated with delineators, caution tape, and warning signs to prevent unauthorized entry of personnel. The regulated area constructed as a temporary containment will contain and prevent the spread of resulting debris, lead paint debris, or existing debris. Identified surfaces shall be removed utilizing demotion torch cutting methods. All visible debris will be captured by poly sheeting and High-Efficiency Particulate Air (HEPA) vacuum. Once identified sections have been removed, and all visible LBP debris has been HEPA-vacuumed and/ or wet-wiped, captured in poly and cleaned up the regulated area will be moved to the next section of the work area.

Work shall progress from section to section until all bridge cut point bands with LBP have been removed and prepared for demolition.

Substructure Construction (Abut 11 and Bent 10)
Once the bridge demolition is completed, it is anticipated to start the removal of the unsound concrete pockets that are identified at Abutment 11 and Bent 10. Mo Rousta, our Structure Representative is an expert in identifying unsound concrete pockets, his experience in bridge repairs is unique due to his years of experience with Caltrans.

The contractor will then drill and bond dowel into the existing abutment and bent and will start forming and pouring the additional concrete section as per the plans. Upon completion of the form work, concrete will be placed at Abutment 11 followed by Bent 10. There is a period of curing for concrete to reach the required strength to support the girder and deck dead loads. Mark Thomas’ subconsultant, Atlas, will sample and test the concrete for compression tests on 7, 14, 21 and 28 days to verify strength before erecting the steel girders.

Girder Paint
Painting the girders is anticipated to be at the shop prior to delivery to the site. While the concrete of the new bent seats achieves the adequate strength, it is anticipated that the contractor will drill the helical piles and excavate the embedded section of the side panels
Steel Girder Erection
The baseline CPM schedule will be reviewed carefully
for monitoring the dates of installation of the girder.

Once the adequate concrete strength is achieved, the
contractor will install the new elastomeric bearing pads and erect and place the steel girders into position.

The Mark Thomas T eam will calculate the camber prior
to installation and adjust the deck grades for deck and rail dead load deflection to account for the camber so
deck construction is within the allowable tolerance of one eighth of an inch.

The recent Higuera Bridge Replacement that we delivered for the City of Culver City, contained a similar removal of a steel girder with LBP. Our proposed structural inspector Bruce Fock-Yat is very familiar with the contractor means and methods and will efficiently mitigate any safety and environmental concern that may arise.

We will review the lead compliance plan and the contractor’s means and methods of demolition, share our most recent Higuera Bridge Replacement experience with the removal of steel girder containing LBP, and discuss early submittals and approvals to avoid any delays.

ARTESIA BOULEVARD OVER ALAMEDA STREET BRIDGE
REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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Bridge Deck Pour: The deck pour is a challenge due
to its large width of 111 feet. The Bidwell used to place bridge deck concrete will be adjusted to ensure the
deck is constructed in compliance with the skew and
the grades shown on the 4-Scale. Bridge 4-Scale will
be checked and used to prepare construction grades
for seat abutments and superstructure components.

Also, 4-scale will be used to develop the grades for the concrete bid-well and other components of the bridge.

The Mark Thomas team will also review the contractor
deck concrete placement plan prior to the deck pour.

It is anticipated to use a large bid-well such as the
TEREX Bid-Well 4800 (which can cover up to 160 feet in
width) to pour the deck in one day or to have multiple
pours by introducing longitudinal or transverse joints.

The Mark Thomas inspectors will check the bid-well
rebar clearance and the required deck elevation (plus
anticipated deflections) prior to deck placement. The
attachments of the wall panels will be embedded in the overhang forms and the concrete for the deck shall reach strength after 10 days to remove the deck falsework if stay-in-forms are not utilized.

CONSTRUCTIBILITY REVIEW AND SUGGESTIONS
We are committed in assisting the City in meeting its overall objectives in this construction contract. In our review of the plans and specifications, the Mark Thomas CM team has identified several potential opportunities that will need to be addressed in a timely manner to ensure the success and completion of the project. Some are listed in the table below for your review and consideration
Terex Bid-well 4800

KEY ISSUES CHALLENGES MARK THOMAS CM TEAM SOLUTIONS
Unsheltered Encampments Existing homeless sheltered
under the existing bridge.
» If corporative and the homeless individuals are opting to be relocated, we recommend working with the City and CHP to raise awareness on the upcoming construction activities.

Coordination with the
Railroad
Flagger is required when the
contractor is working within
the Railroad ROW
» Mark Thomas’ RE/SR, Mo Rousta, has worked on projects within the railroad right of way. The Mark Thomas T eam will coordinate the operation with the flagger to reduce time lost due to operation around the railroad.

Bent 10 Damage Removal of Bent 10 unsound
concrete may be extensive
» Depending on the extent of the removal of the unsound concrete at Bent 10, the Mark Thomas CM team will coordinate with Biggs Cardosa (the designer) to verify the structural integrity of the bent during the removal process and whether additional measures (supports) should be taken into consideration
As per Sheet S-03 of the
plans, the bridge is to be
removed, refurbished and
re-installed
Damaged railing while
performing the removal
» While the contractor will have to remove, refurbish and re-install the bridge railing, the risk of damaging the railing during the removal is inevitable. The Mark Thomas T eam will ensure the contractor uses adequate means and method to cause the least amount of damage during the removal process.
» In case the railing is damaged, the Mark Thomas T eam recommends the City to have a provisional amount for a railing replacement embedded into their contingency.

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REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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KEY ISSUES CHALLENGES MARK THOMAS CM TEAM SOLUTIONS
Bridge Deck Placement
Width
Contractor’s options to place
the deck with and without
a construction joint and
potential delays due to a
multiple concrete deck pour.
» If a construction joint is introduced during the deck placement, the Mark Thomas T eam will work with the contractor to ensure the bid-well rail is supported on the actual steel girder instead of the newly poured deck. This will minimize time impact and would allow the contractor to pour the 2nd deck pour without having to wait for the deck to achieve strength.

Please note that the contractor can always utilize a large bid-well (such as the TEREX Bid-Well 4800) to avoid multiple deck pours.

Existing Utility Underneath
the Bridge
Utility to be protected in place
in-place and protected during
demolition
» The Mark Thomas team will review the contractor’s demolition plan to make sure the utility underneath the bridge are adequately protected during the bridge removal operation Existing T raffic Control Bridge is closed down and
not operational, which put
additional strain on the
community
» We realize that time is of an essence to repair and open the bridge. The proposed CM team members are specialized in bridge construction and will ensure timely resolution to issues that may arise during construction to enable the bridge to be operational without any delays.

Environmental Compliance
and Biological Survey
Potential bat roosting habitat
and, nesting birds beneath
the bridge. Season begins
February 1st and ends
September 15th.
» Due to recent disturbance in the area, the endangered species and plants may not have repopulated the area. However, avoidance measures should be implemented to ensure that potential impacts to bats are avoided and/or minimized. Mark Thomas will start investigating the site during the submittal period and implement the required measures prior to starting operation. » Mark Thomas included Endemic Environmental on our team to perform Pre-construction Bird Nesting and Bat Survey according to BIO-1 and 2. They can also perform pre-construction Night Emergent Bat Survey (Per Mitigation Measure BIO-1) and Bird and Bat Mitigation and Monitoring Plan (Per Mitigation Measure BIO-1).

Scheduling CPM schedule approval prior
to start work
» Mark Thomas will review and keep the CPM up to date by requiring the contractor to submit their CPM updates and monitoring the field condition and progress. Mark Thomas RE/ SR will conduct weekly meeting and invite all key stakeholders, City Engineers, contractor, subcontractors, and project personnel to document the progress and keep the city notified of the upcoming operations.

Schedule
The Mark Thomas T eam has developed a project construction schedule in Primavera P6 to best illustrate the broader approach we foresee the sequence and duration of the work, highlighting important project time frames, shown later in this proposal. Key assumptions we have considered is a Notice to Proceed (NTP) to the Contractor on the November 6, 2023, and a 180 Working Day construction schedule as stated in the RFP . Based on our approach, we anticipate the work to be completed on July 26, 2024, 10 days ahead of schedule.

Construction Observation/Structures Representative/Inspection Services The Contractor is responsible for its own Quality Control. The Mark Thomas CM T eam will be responsible for Quality Assurance to verify that the Contractor’s QC Plan is being adhered to and to verify independently the Contractor’s QC findings and activities. Our Quality Assurance policy on this project will ensure the processes and procedures employed by the Contractor will result in full compliance with the contract documents. Below is an overview of the QA procedure that will be provided for this project by the Resident Engineer/Structures Representative/Inspector:

ARTESIA BOULEVARD OVER ALAMEDA STREET BRIDGE
REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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§ Ensure that the Contractor complies with the contract specifications, Cal OSHA, public safety, worker safety requirements for excavations.
§ Ensure that the Contractor does not allow materials and equipment (i.e. concrete mixer, flatbed truck, hydraulic jack, cranes for bridge construction activities and excavators for bridge demolition) exceed the weight limitations set forth in the contract to be on the structure or to be stockpiled. § Ensure that construction staking for bridge and retaining wall elements is sufficient to control the line and grade of each structure element and the ﬁnished structure and verify lines and grades for such structure elements, sofﬁt grades, and bridge deck grades.
§ Ensure that the Contractor’s QC plan is developed and implemented, and that materials to be incorporated in structures comply with contract requirements.
§ Review and approve concrete mix designs for structures. § Verify that concrete batch plants and all material testers are certified by Caltrans § Collect, review and file certificate of compliance for material not required to be tested before use § Perform concrete materials tests at the frequencies required. § Perform rebar tensile and bend tests as required by the project specifications and verify that all bar-reinforcing steel is accepted and placed in accordance with the contract.
§ Review and approve the bridge demolition plan for compliance with contract specifications and ensure that the Contractor performs demolition activities in accordance with an approved plan and other contract requirements. § Ensure that construction of structural steel conforms to contract requirements. § Develop bridge deck grades, determined from the bridge deck contours, dead load deflections, and other necessary allowances. Ensures that the bridge deck is constructed to the lines and grades shown in the plans and that it conforms to all other contract requirements.
§ Verify that abutments, and shear keys are accurately established and constructed to the required lines and grades and in accordance with the contract requirements.
§ Review and approve the metal deck form submittal in accordance with the contract specifications and Caltrans policies and practices for falsework design, materials, erection, and removal.

Reports
§ Provide recommendations to the city to correct Contractor’s non-conformance items. § Provide interpretations of test results.
§ Prepare final report prior to project close-out. All non-conformance items shall be resolved prior to issuance of this final report.

Structure Construction Work
Ensure that the Contractor submits all working drawings required by the contract for review and approval.

Submittals of these drawings include but are not limited to; » Structural Steel
» Demolition Plans
» Falsework
» Bearing Assemblies
» Reinforcement
» Asbestos Removal Plan
» Lead removal Plan
» Paint Structural Steel QCP
» Welding Quality Control Plan
» CPM
» SWPPP Plan
» Drill And Bond Dowel
Other Submittals include;
» Safety Plan
» Organization Chart
» Equipment List
» Labor Compliance
» Insurance
» Crane operations
» Concrete mix designs
» Joint Seal
» Curing Compound

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REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

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Reinforced Concrete
» Review rebar shop
drawings as it pertains to
special inspections
» Tagging and sampling
rebar
» Rebar placement
inspection
» Inspection during the
preparation of trial
batches
» Provide continuous batch
plant inspections
» Provide continuous
inspection during the
placement of all concrete
where required by the
project specifications
» Test slump, air content,
temperature and/or
density as required by the
project specifications
» Prepare test specimens
as required by the project
specifications
» Pickup and deliver all
samples to the testing
facility
Below is an overview of the QA Procedures that will be provided for this project by our field inspectors:

Helical Piles
» Shop Drawing Review
» Verify steel pile material
mill certifications
delivered to the site are
in compliance with the
project specifications.
» Verify that the lengths of
the piles delivered to the
site are consistent with the
project plans.
» Observe pile layout onsite
prior to pile operations.

Other Bridge-Related
Inspections
» Observe deck Bidwell
setting
» Deck crack intensity
inspection
» Bridge railing inspection
» Joint seal installation
» Profilograph testing
according to CA Test 547
» Other bridge inspections
conforming to the Caltrans
construction management
procedures and guidelines
outlined in the Caltrans
Local Assistance
Procedures Manual and
Caltrans Construction
Records and Procedures
Manual

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REPAIR PROJECT CIP #23-01
City of Compton

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Included in the table below is our proposed scope of work.

PRE -CONSTRUCTION PHASE SERVICES
Constructability Review ü Reviewing of contract plans, specifications, permits, agreements, easements, environmental documents, and
pertinent report and studies.
ü Ensuring a systematic process to ensure the project plans delineate clear and feasible construction techniques.
ü Recognize and advocate cost saving strategy.
ü Identify probable construction challenges or potential change orders.
ü Development of Quantity T ake-Off & Submittal List.

Pre-Construction Coordination ü Pre-Construction coordination with agencies, companies, local residents and the Contractor.

Construction Management Plan ü Development and regulatory compliance of Procedures Manual in accordance with Caltrans Construction Management & Local Assistance Manuals.
ü Develop a Construction Management Plan identifying key project deliverables, milestones, functions, features and risks.

Contract Bidding Support ü Assisting with bidding pre-qualification, and responses to queries.
ü Responsive Bid Analysis.
ü Conducting Pre-Construction ‘kick-off meeting’.

Pre-Construction Walk Through ü Conducting and preparing log, photograph and videotape of existing site conditions prior to construction.

Permit/Environmental Compliance & Biological
Monitoring (Endemic Environmental)
ü Review and implement the requirements in the permits issued by regulatory and environmental agencies.
ü Bird Nesting and Bad Preconstruction Survey.

Pre-Construction Conferences ü Preparing of agenda and meeting minutes. ü Reviewing and comment on Contractor’s Baseline Schedule. ü RFIs and Submittals coordination and communication with the Contractor’s and Designer’s.

Utility and outside Agency Coordination ü Communicating and coordinating with all the applicable agencies and stakeholders.
ü Notifying utility owners before their utilities are exposed to allow them to bring their inspectors on site, if required.

Communications & Correspondence ü Record, coordinate and communicate with all key personnel and stakeholders.

Dispute resolution ü Investigate and make recommendations for any upcoming disputes and resolve at the lowest level.
ü Partner with the contractor to reduce exposure.

CONSTRUCTION MANAGEMENT SERVICES
Project Change and CCO Management ü Independently quantifying, cost analysis and negotiation of CCO.
ü Coordinating and monitoring of claim responses, logging, and status.

SCOPE OF WORK

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REPAIR PROJECT CIP #23-01
City of Compton

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Progress Meeting ü Conduct weekly progress meeting to discuss background, scope, objective, and schedule.
ü Prepare an Agenda, List of ongoing RFIs, Change Orders, current and past issues.

Monthly Construction Progress Reports ü Scheduling and coordination of monthly progress meeting. ü Reporting and recording in meeting minutes of discussion of progress, issues, concerns, resolution, look-ahead, schedule, safety, CCO, RFI, RFQ and third-party coordination.

Schedule Monitoring ü Reviewing and commenting on Contractor’s Schedule, relating to updates, status and impact on completion date.

Cost Monitoring/Control ü Preparing monthly cost reports, describing key issues, cost vs. budget and schedule status.
ü Provide recommendation of claims avoidance strategies and review all Notice of Potential Claim (NOPC).
ü Document, verify and approve Daily Extra Work Report in the case of a Time & Materials Contract Change Order.

Payment Recommendations ü Reviewing, verifying Contractor request for payment and approve EV .
ü Undertake independent field measurements to verify claimed quantities.

Safety Management ü Regularly inspecting and reporting site safety and varying compliance per Contractor Safety Program, and CalOSHA.
ü Undertaking bi-weekly safety meetings.

Neighborhood Communication/Public Information ü Assist in providing informative updates to residents and stakeholders, including but not limited to Local Sheriff, Fire, Utility Companies, ACTA/UPRR, tenants, and property owners. ü Attending Public Neighborhood/ Business Meetings.

Traffic Control & Signal Timing ü Review contractor’s plans for traffic control, detours, shutdowns, and access for emergency vehicles.
ü Evaluate, recommend and modify permanent and temporary traffic control plans including signal timing charts.

Drone Services ü Provide before and after pictures and videos of the construction.

Audits ü Attend and assist the City with audits as needed and will provide proper and effective support.

Submittal & RFI Management/Review ü Maintaining Submittal & RFIs logs and their status. ü Reviewing, verifying and responding to all Submittals and RFIs.

Document/Issues Management ü T racking and recording of all documents exchanged between project participants.
ü Preparing, logging and maintaining project records
according to the LAPM: Weekly, Daily Inspection Reports, Correspondence, Submittals, Change Orders, Notice of
Potential Claims, Progress Payments, Certified Payrolls etc. ü Adapting an interactive document delivery strategy and ensure the most update correspondence/files is communicated amongst all participants.
ü Analyze, seek advice, and provide recommendations, to ensure compliance with plans and specifications.

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REPAIR PROJECT CIP #23-01
City of Compton

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Storm Water Pollution Prevention Plan (SWPPP) ü Regularly Inspecting and verifying compliance with SWPPP . ü Monitor the control of all pollutants, and their sources, including sources of sediment associated with construction, and all activity associated with the construction site erosion. ü Ensure the Contractor comply with all regulations and local standards for the implementation of the SWPPP and BMPs.

Project Control System ü Implementation of Project Control System and development of Project Master Schedule.
ü Preparing initial project cost.

Sub-Consultant Management ü Coordination and management of sub- consultant. ü Reviewing, approving of sub-consultant invoices.

Weekly Statement of Working Days ü Daily monitoring of work and document in daily report: all work items; quantities; directives; location of work; date and time and weather condition.
ü Record last compensable day, weather days, holiday days, CCO days and controlling activities.

Labor Compliance ü Verify compliance with all applicable laws and regulations. ü Ensuring and enforcing all labor standards on the contractors and subcontractors for compliance with the California Labor Law Requirements, State and Federal Prevailing Wages per the DIR determinations.
ü Assure contractors and its subcontractors are compliant with the Davis-Bacon Act by: conducting employee interviews, verifying and approving CP’s, review of daily inspection diaries; ensuring Equal Employment Opportunity (EEO) are performed.

CONSTRUCTION INSPECTION SERVICES
Inspection & Documentation, and Quality
Assurance
ü Inspecting and documenting construction activities.
ü Preparing: Daily Diaries, Monthly Progress Payments, RFI, job progress daily photos, Survey Requests, T est Request, etc.

Materials and Construction Testing (ATLAS) ü Material Sampling and T esting, ensuring compliance with City’s Q A P.
ü Perform material testing per frequencies specified in Caltrans’ Construction Manual.
ü Coordinate and monitor all field and laboratory testing required by law.

Source Inspection (ATLAS) ü Inspecting materials and components at the manufacturing facility for: Concrete Batch Plants; Shop Welding, Field and Shop Paint etc.

Surveying ü Management and review of Contractor’s survey staking for completeness and adherence to the contract documents.

Reviewing and Maintain of ‘As-Constructed
Schedule’ & ‘As-built’
ü Development of ‘ As-Constructed Schedule’ to monitor actual progress.

CONSTRUCTION CLOSE-OUT ACTIVITIES
Contract Close-Out ü Providing final close-out documentation: hardcopy and electronic sets of submittals; RFIs; and CCOs; associated logs and conformance; ‘ As-Built Records’; material certification; inspection reports; copy of all correspondence; completed punch-list; etc.
ü Compile all project records per the LAPM guidelines and handover in an electronic submission to the City.
ü Preparation of Notice of Completion.
ü Finalize, review and approve the Final Pay Applications.

ARTESIA BOULEVARD OVER ALAMEDA STREET BRIDGE
REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

Page 26 ends

Final Inspection & Punch-List ü Assisting the City with preparing the final punch-list. ü Conducting final walk-trough, signed- off punch list and submission of closeout documents.

Project As-Built Drawings ü Reviewing and final review of the As-Built record drawings.

Final Project Report ü Preparing and providing Final Project Report.

Final Payment, Report of Expenditures ü Review of final contract cost and final balance due: bid items, claims, change orders, etc.
ü Preparation of Expenditure Checklist Report & Final Report ü Participate in audit process as needed.

ARTESIA BOULEVARD OVER ALAMEDA STREET BRIDGE
REPAIR PROJECT CIP #23-01
City of Compton

MARK THOMAS

Page 27 ends

PROPOSED SCHEDULE OF WORK
Activity ID Activity Name Original
Duration
Start Finish
ARTESIA BRIDGE REPAIR PROJECTARTESIA BRIDGE REPAIR PROJECT 217 01-Oct-23 26-Jul-24 BID & AWARDBID & AWARD 31 01-Oct-23 09-Nov-23
PC-100 Bid Analysis 15 01-Oct-23 18-Oct-23
PC-110 Preconstruction Meeting 1 03-Nov-23 03-Nov-23
PC-120 Notice to Proceed 1 06-Nov-23 06-Nov-23
PC-130 Conduct Bat and Bird Survey 2 08-Nov-23 09-Nov-23 NOTIFICATIONS & PERMITNOTIFICATIONS & PERMIT 30 10-Nov-23 21-Dec-23 NP-100 Permits City of Compton, Oterh agencies as Needed 2 10-Nov-23 13-Nov-23 NP-110 Notifications as per conract documents (Business and Residents)30 10-Nov-23 21-Dec-23 SUBMITTAL REVIEWSUBMITTAL REVIEW 120 10-Nov-23 08-Mar-24 SR-100 Steel Girders and Paint 22 10-Nov-23 01-Dec-23
SR-110 Asbestos 22 10-Nov-23 01-Dec-23
SR-120 Lead Complianace Plan 22 10-Nov-23 01-Dec-23
SR-130 Other submittals (SWPPP, Precast panles, concrete Mix Designs, Demo plan, CPM, Etc.)120 10-Nov-23 08-Mar-24 PROCUREMENT & FABRICATIONPROCUREMENT & FABRICATION 95 24-Nov-23 26-Feb-24 PF-100 Steel Girders & Paint 78 11- Dec-23 26-Feb-24
PF-110 Deck Form 17 24-Nov-23 10-Dec-23
PF-120 Precast Panels for Span 10 64 25-Dec-23 26-Feb-24 CONSTRUCTIONCONSTRUCTION 170 04-Dec-23 26-Jul-24
SC-100 Implement SWPPP 2 04-Dec-23 05-Dec-23
SC-110 Remove Railing 6 06-Dec-23 13-Dec-23
SC-120 Remove Asbestos under Railing if present 6 06-Dec-23 13-Dec-23 SC-130 Temp. Support Existing Utilities underneath Bridge 5 08-Dec-23 14-Dec-23 SC-140 Remove deck, sidewalk and concrete railing 6 15-Dec-23 22-Dec-23 SC-150 Remove Lead at Girders 7 25-Dec-23 02-Jan-24
SC-160 Remove Girders and Asbestos at Joints and Abut. walls 12 02-Jan-24 17-Jan-24 SC-170 Remove unsound concrete at Abutement 11 6 18-Jan-24 25-Jan-24 SC-180 Remove Unsound concrete at Bent 10 11 26-Jan-24 09-Feb-24 SC-190 Asbestos Removal Report 1 02-Feb-24 02-Feb-24
SC-200 Rebar, Form and place concrete at Abument 11 9 26-Jan-24 07-Feb-24 SC-210 Rebar, Form and place concrete at Bent 10 9 12-Feb-24 22-Feb-24 SC-220 Drill Helical Pile 6 23-Feb-24 01-Mar-24
SC-230 Cure time for Abutment and Bent concrete seat and patch respectively11 23-Feb-24 08-Mar-24 SC-240 Install Elastomeric Bearing Pads 1 11-Mar-24 11-Mar-24 SC-250 Deliver and install Girders 8 12-Mar-24 21-Mar-24 SC-260 Connect Utilities between Bent 10 and Abut. 11 10 13-Mar-24 26-Mar-24 SC-270 Connect Utilities from Bent 10 to Abutment 11 or vise versa 11 26-Mar-24 09-Apr-24 SC-280 Install Deck forms or stay-in-deck-forms 11 27-Mar-24 10-Apr-24 SC-290 Place Deck Rebar 17 11-Apr-24 03-May-24
SC-300 Bidwell Dry Run 1 06-May-24 06-May-24
SC-310 Place Deck concrete 2 07-May-24 08-May-24
SC-320 Deck Cure 11 09-May-24 19-May-24
SC-330 Remove Deck forms if wood forms were used instead of Stay-In-forms11 20-May-24 03-Jun-24 SC-340 Barrier rail and Sidewalk, and railing 15 04-Jun-24 24-Jun-24 SC-350 Profilograph 1 25-Jun-24 25-Jun-24
SC-360 Bridge deck grinding if required 1 26-Jun-24 26-Jun-24 SC-370 Joint Seal 4 27-Jun-24 02-Jul-24
SC-380 Paint, touch up, Girders and components 16 04-Jun-24 25-Jun-24 SC-390 Install Precast panels 10 03-Jul-24 16-Jul-24
SC-400 Striping 3 17-Jul-24 19-Jul-24
SC-410 Punch list 6 19-Jul-24 26-Jul-24
SC-420 Open to traffic 1 22-Jul-24 22-Jul-24
SC-430 Construciton Complete 1 26-Jul-24 26-Jul-24
Q4 Q1 Q2 Q3
2023 2024
26-Jul-24, ARTESIA BRIDGE REPAIR PROJECT
09-Nov-23, BID & AWARD
Bid Analysis
Preconstruction Meeting
Notice to Proceed
Conduct Bat and Bird Survey
21-Dec-23, NOTIFICATIONS & PERMIT
Permits City of Compton, Oterh agencies as Needed
Notifications as per conract documents (Business and Residents) 08-Mar-24, SUBMITTAL REVIEW
Steel Girders and Paint
Asbestos
Lead Complianace Plan
Other submittals (SWPPP, Precast panles, concrete Mix Designs, Demo plan, CPM, Etc.) 26-Feb-24, PROCUREMENT & FABRICATION
Steel Girders & Paint
Deck Form
Precast Panels for Span 10
26-Jul-24, CONSTRUCTION
Implement SWPPP
Remove Railing
Remove Asbestos under Railing if present
Temp. Support Existing Utilities underneath Bridge
Remove deck, sidewalk and concrete railing
Remove Lead at Girders
Remove Girders and Asbestos at Joints and Abut. walls
Remove unsound concrete at Abutement 11
Remove Unsound concrete at Bent 10
Asbestos Removal Report
Rebar, Form and place concrete at Abument 11
Rebar, Form and place concrete at Bent 10
Drill Helical Pile
Cure time for Abutment and Bent concrete seat and patch respectively Install Elastomeric Bearing Pads
Deliver and install Girders
Connect Utilities between Bent 10 and Abut. 11
Connect Utilities from Bent 10 to Abutment 11 or vise versa Install Deck forms or stay-in-deck-forms
Place Deck Rebar
Bidwell Dry Run
Place Deck concrete
Deck Cure
Remove Deck forms if wood forms were used instead of Stay-In-forms Barrier rail and Sidewalk, and railing
Profilograph
Bridge deck grinding if required
Joint Seal
Paint, touch up, Girders and components
Install Precast panels
Striping
Punch list
Open to traffic
Construciton Complete
ARTESIA BRIDGE REPAIR PROJECT Classic Schedule Layout 11-Aug-23 09:27 Actual Work
Remaining Work
Critical Remaining Work
Milestone
Summary Page 1 of 1 TASK filter: All Activities
© Oracle Corporation
NTP on November 6, 2023
Construction Starts on
December 4, 2023, one
month after issuance of NTP
Construction complete on
July 26, 2024 - 10 days ahead
of schedule
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markthomas.com

LAKEWOOD
4010 Watson Plaza Drive, Suite 240
Lakewood, CA 90712
(562) 213-0865
September 26, 2023
TO: MAYOR AND CITY COUNCIL
FROM: CITY MANAGER
SUBJECT: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

COMPTON AMENDING THE PUBLIC WORKS ENGINEERING
DEPARTMENT’S 2023-2024 FISCAL YEAR BUDGET AND

AUTHORIZING THE CITY MANAGER TO ENTER INTO AN

AGREEMENT WITH THE ALAMEDA CORRIDOR

TRANSPORTATION AUTHORITY AND THE CITY OF COMPTON
AND ISSUE A PURCHASE ORDER ($25,875).

SUMMARY
Adoption of this resolution will amend the Public Works Engineering Department’s 2023-2024 fiscal year budget and authorize the City Manager to enter into an Agreement between the Alameda Corridor Transportation Authority (ACTA) and the City of Compton and issue a purchase order in the amount of Twenty-Five Thousand Eight Hundred Seventy Five Dollars ($25,875) pursuant to the Alameda Boulevard Over Alameda Street and ACTA/UPRR Bridge Repair Project (CIP# 23- 01).

BACKGROUND
The Artesia Boulevard Overhead (State Bridge No. 53C1744, LA County Bridge No. 2446) carries Artesia Boulevard over the Alameda Railroad Corridor, Alameda Street, and Compton Creek. The bridge was constructed in 1956, is approximately 100 feet wide, and includes 10 spans of varying length for a total bridge length of 718’. The bridge superstructure is comprised of steel girders with a cast-in-place concrete deck. As of the June 2019 Bridge Inspection Report, the bridge was flagged as Structurally Deficient with a Sufficiency Rating of 38.0 out of 100.

On December 18, 2020, fire damage was reported at Span 10, the easternmost span of the bridge. Subsequently, the bridge was closed to traffic and inspected by the Los Angeles County Public Works and the City of Compton Public Works staff. Steel girders exhibited significant distortion as a result of fire, and an April 2021 load analysis concluded that the structure’s remaining strength is sufficient to carry only the structure’s self-weight. Additional live loads (vehicular and pedestrian traffic) were prohibited on the bridge. Because most of the steel girder members were severely deformed and connections have been compromised, repairing the girders was not deemed feasible. The preferred repair solution was to replace Span 10.

10.10.10. Staff Report – The Alameda Corridor Transportation Authority and the City of Compton ACTA Agreement
September 26, 2023

Page 2 of 4 ends

To re-open the bridge to traffic, the load rating report recommended replacement of the entire superstructure in-kind (concrete deck on steel girders) at Span 10, along with replacement of bearings at the supports, concrete spall repairs of substructures at Bent 10 and Abutment 11, and repair and backfill of the eroded embankment at Abutment 11.

On October 11, 2022, pursuant to Resolution No. 25,737, City Council authorized the City Manager to enter into a professional services agreement with Biggs Cardosa Associates, Inc. to provide professional Design Engineering Services for the Artesia Bridge. The design portion of the project was completed on July 27, 2023.

The proposed work will be performed in accordance with the plans, specifications and other contract documents as specified herein and shall consist of the following general work descriptions: survey of existing bridge; protection of utilities, coordination with utility companies and railroads; demolition of existing eastern span of existing bridge including possible lead and asbestos; surface repair of existing substructures; new bearings and steel girders; concrete bridge deck, median, sidewalk, curb; salvage and reset existing steel rail; deck joints; and traffic control.

STATEMENT OF ISSUE
The project location is on Artesia Boulevard over Alameda Street and Union Pacific Railroad and Alameda Corridor Transportation Authority. The City intends to perform maintenance and repair on the Artesia Boulevard Bridge spanning over the Alameda Corridor Right-of-Way. The City requires ACTA’s assistance for project oversight, engineering review of design plans and erection plans of temporary structures needed to complete the project. In order to ensure that the Project is constructed safely and to limit impacts on corridor rail operations, ACTA agrees to perform certain services.

ACTA and the City of Compton desire to execute this Agreement providing the terms and conditions pursuant to which ACTA will complete the ACTA work and the City will reimburse ACTA for the costs and expenses associated with such work. ACTA and its contractors shall complete ACTA’s work on the project as set forth in Exhibit A. A detail Schedule, Budget Estimate and Rates for ACTA’s work is set forth in Exhibit B.

ACTA shall perform ACTA’s work by its own forces and its contractors including ACET and RailWorks Track Services, LLC and its authorized subcontractors. The Parties agree that no notice to proceed from the City is required before ACTA may begin pre-construction design review. The City shall provide written notice to ACTA prior to City starting its construction work of the Project so that ACTA may proceed Staff Report – The Alameda Corridor Transportation Authority and the City of Compton ACTA Agreement
September 26, 2023

Page 3 of 4 ends

with final design review and approval. The City shall provide written notice to ACTA whenever City or its contractors require access to corridor property so that ACTA may provide flagging services.

The City shall reimburse ACTA one hundred percent (100%) of the actual costs and expenses incurred by ACTA with respect to ACTA’s work. The total estimated budget for ACTA’s work is Seventeen Thousand Two Hundred Fifty Dollars ($17,250). Any increase in the estimated budget for ACTA’s work shall be evidenced by a revised budget estimate.

The effective date of the Agreement shall be the date of its execution by ACTA’s CEO upon authorization of the ACTA Governing Board. The Agreement shall be in full force and effect commencing from the date of ACTA’s CEO execution and shall continue until one (1) year has lapsed from the effective date of the Agreement.

During the term of the Agreement, ACTA shall provide the City with periodic updates with respect to any anticipated or proposed changes to the budget. Any revised cost estimate exceeding the 10% of the then current budget shall be agreed upon by ACTA’s Chief Executive Officer and the City of Compton and added as an exhibit to the Agreement.

Therefore, in order to amend the Public Works Engineering Department’s 2023- 2024 fiscal year budget and authorize the City Manager to enter into an Agreement between the Alameda Corridor Transportation Authority (ACTA) and the City of Compton and issue a purchase order in the amount of Twenty-Five Thousand Eight Hundred Seventy Five Dollars ($25,875) pursuant to the Alameda Boulevard Over Alameda Street and ACTA/UPRR Bridge Repair Project (CIP# 23-01), City Council’s authorization is necessary.

ALTERNATIVE
There are no other alternatives being recommended at this time. The closure of the Artesia Bridge has not only caused major disruptions to the transportation network, but has resulted in negative impacts to residents, local businesses, the economy, and the environment.

FISCAL IMPACT
The Public Works Engineering Department’s 2023-2024 Fiscal Year budget will be amended as follows:

Staff Report – The Alameda Corridor Transportation Authority and the City of Compton ACTA Agreement
September 26, 2023

Page 4 of 4 ends

The maximum payable under this Agreement shall be Twenty-Five Thousand Eight Hundred Seventy-Five Dollars ($25,875). On a monthly basis, ACTA shall submit invoices and supporting documentation of ACTA’s work completed during the prior month, along with subcontractor invoices received during that prior month, to the City for reimbursement. The invoices and supporting documentation shall contain sufficient detail and clarity to indicate the portions of ACTA’s work that was completed during the invoicing period.

ACTA shall submit a final reconciled invoice to the City of Compton within 180 days after the completion of ACTA’s work. The final billing shall be in the form of an itemized statement of the total costs for ACTA’s work. Within 45 days after receipt of the final reconciled invoice, The City shall pay ACTA all amounts evidenced by such invoice in full.

RECOMMENDATION
Staff recommends the City Council adopt the attached Resolution.

JOHN D. STRICKLAND, JR.,

DIRECTOR OF PUBLIC WORKS
APPROVED FOR FORWARDING:

JERRY GROOMES

CITY MANAGER
RESOLUTION NO. __________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON AMENDING THE PUBLIC WORKS ENGINEERING DEPARTMENT’S 2023-2024 FISCAL YEAR

BUDGET AND AUTHORIZING THE CITY MANAGER TO ENTER INTO AN

AGREEMENT WITH THE ALAMEDA CORRIDOR TRANSPORTATION AUTHORITY AND THE CITY OF COMPTON AND ISSUE A PURCHASE ORDER ($25,875).

WHEREAS, adoption of this resolution will amend the Public Works Engineering Department’s fiscal year budget and authorize the City Manager to enter into an Agreement with the Alameda Corridor Transportation Authority (ACTA) and the City of Compton and issue a purchase order in the amount of Twenty Five Thousand Eight Hundred Seventy Five Dollars ($25,875); and
WHEREAS, the Artesia Boulevard Overhead (State Bridge No. 53C1744, LA County Bridge No. 2446) carries Artesia Boulevard over the Alameda Railroad Corridor, Alameda Street, and Compton Creek; and
WHEREAS, the bridge was constructed in 1956 and is approximately 100 feet wide, and includes 10 spans of varying length for a total bridge length of 718’; and WHEREAS, the bridge superstructure is comprised of steel girders with a cast- in-place concrete deck and as of the June 2019 Bridge Inspection Report, the bridge was flagged as Structurally Deficient with a Sufficiency Rating of 38.0 out of 100; and WHEREAS, on December 18, 2020, fire damage was reported at Span 10, the easternmost span of the bridge and subsequently, the bridge was closed to traffic and inspected by the Los Angeles County Public Works and the City of Compton Public Works staff; and
WHEREAS, steel girders exhibited significant distortion as a result of fire, and an April 2021 load analysis concluded that the structure’s remaining strength is sufficient to carry only the structure’s self-weight; and WHEREAS, additional live loads (vehicular and pedestrian traffic) were prohibited on the bridge and because most of the steel girder members are severely deformed and connections have been compromised, repairing the girders was not deemed feasible and the preferred repair solution is to replace Span 10; and WHEREAS, to re-open the bridge to traffic, the load rating report recommended replacement of the entire superstructure in-kind (concrete deck on steel girders) at Span 10, along with replacement of bearings at the supports, concrete spall repairs of substructures at Bent 10 and Abutment 11, and repair and backfill of the eroded embankment at Abutment 11; and
WHEREAS, on October 11, 2022, pursuant to Resolution No. 25,737, City Council authorized the City Manager to enter into a professional services agreement with Biggs Cardosa Associates, Inc. to provide professional Design Engineering Services for the Artesia Bridge and the design portion of the project was completed on July 27, 2023; and
WHEREAS, the proposed work will be performed in accordance with the plans, specifications and other contract documents as specified herein and shall consist of the following general work descriptions: survey of existing bridge; protection of utilities, coordination with utility companies and railroads; demolition of existing eastern span of existing bridge including possible lead and asbestos; surface repair of existing substructures; new bearings and steel girders; concrete bridge deck, median, sidewalk, curb; salvage and reset existing steel rail; deck joints; and traffic control; and WHEREAS, the project location is on Artesia Boulevard over Alameda Street and the Union Pacific Railroad and Alameda Corridor Transportation Authority right-of- ways; and
RESOLUTION NO._______________
PAGE 2
2 WHEREAS, the City intends to perform maintenance and repair on the Artesia Boulevard Bridge spanning over the Alameda Corridor Right-of-Way; and WHEREAS, the City requires ACTA’s assistance for project oversight, engineering review of design plans and erection plans of temporary structures needed to complete the project and in order to ensure that the Project is constructed safely and to limit impacts on corridor rail operations, ACTA agrees to perform certain services; and
WHEREAS, ACTA and the City of Compton desire to execute this Agreement providing the terms and conditions pursuant to which ACTA will complete the ACTA work and the City will reimburse ACTA for the costs and expenses associated with such work; and
WHEREAS, ACTA and its contractors shall complete ACTA’s work on the project as set forth in Exhibit A and a detail Schedule, Budget Estimate and Rates for ACTA’s work is set forth in Exhibit B; and
WHEREAS, ACTA shall perform ACTA’s work by its own forces and its contractors including ACET and RailWorks Track Services, LLC and its authorized subcontractors; and
WHEREAS, the Parties agreement that no notice to proceed from the City is required before ACTA may begin pre-construction design review and the City shall provide written notice to ACTA prior to City starting its construction work of the Project so that ACTA may proceed with final design review and approval; and WHEREAS, the City shall provide written notice to ACTA whenever City or its contractors require access to corridor property so that ACTA may provide flagging services; and
WHEREAS, the City shall reimburse ACTA one hundred percent (100%) of the actual costs and expenses incurred by ACTA with respect to ACTA’s work and the total estimated budget for ACTA’s work is Seventeen Thousand Two Hundred Fifty Dollars ($17,250); and
WHEREAS, any increase in the estimated budget for ACTA’s work shall be evidenced by a revised budget estimate; and
WHEREAS, the effective date of the Agreement shall be the date of its execution by ACTA’s CEO upon authorization of the ACTA Governing Board and the Agreement shall be in full force and effect commencing from the date of ACTA’s CEO execution and shall continue until one (1) year has lapsed from the effective date of the Agreement; and
WHEREAS, during the term of the Agreement, ACTA shall provide the City with periodic updates with respect to any anticipated or proposed changes to the budget and any revised cost estimate exceeding the 10% of the then current budget shall be agreed upon by ACTA’s Chief Executive Officer and the City of Compton and added as an exhibit to the Agreement; and
WHEREAS, the maximum payable under this Agreement shall be Twenty-Five Thousand Eight Hundred Seventy-Five Dollars ($25,875) and on a monthly basis, ACTA shall submit invoices and supporting documentation of ACTA’s work completed during the prior month, along with subcontractor invoices received during that prior month, to the City for reimbursement; and
WHEREAS, the invoices and supporting documentation shall contain sufficient detail and clarity to indicate the portions of ACTA’s work that was completed during the invoicing period and ACTA shall submit a final reconciled invoice to the City of Compton within 180 days after the completion of ACTA’s work; and RESOLUTION NO._______________
PAGE 3
3 WHEREAS, the final billing shall be in the form of an itemized statement of the total costs for ACTA’s work and within 45 days after receipt of the final reconciled invoice, the City shall pay ACTA all amounts evidenced by such invoice in full; and WHEREAS, the Public Works Engineering Department’s 2023-2024 Fiscal Year budget will be amended as follows:

Increase Revenue
Account No. Description Amount
2789-710-041-3569 State Grants $25,875
Increase Expenditures
Account No. Description Amount
2789-710-041-4300 State Grants $25,875; and
Capital Outlay
WHEREAS, funds in the amount of $25,875 will be available in the Public Works Engineering Department’s 2023-2024 Fiscal Year budget in Account No. 2789-710-041- 4300; and
WHEREAS, in order to amend the Public Works Engineering Department’s 2023-2024 fiscal year budget and authorize the City Manager to enter into an Agreement with the Alameda Corridor Transportation Authority (ACTA) and the City of Compton and issue a purchase order in the amount of Twenty Five Thousand Eight Hundred Seventy Five Dollars ($25,875) pursuant to the Alameda Boulevard Over Alameda Street and ACTA/UPRR Bridge Repair Project, City Council’s authorization is necessary.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COMPTON DOES HEREBY RESOLVE AS FOLLOWS:

Section 1.That the City Manager, upon the advice of the City Attorney, is hereby authorized to enter into an Agreement between the Alameda Corridor Transportation Authority and the City of Compton pursuant to the Alameda Boulevard Over Alameda Street and ACTA/UPRR Bridge Repair Project.

Section 2.That the City of Compton designates the City Manager as the person authorized to execute all agreements and any amendments thereto with the Alameda Corridor Transportation Authority.

Section 3.That the Public Works Engineering Department’s 2023-2024 Fiscal Year will be amended as follows:

RESOLUTION NO._______________
PAGE 4
4 Section 5.That a purchase order in the amount of $25,875 is authorized to be established for the Alameda Corridor Transportation Authority for services to be rendered on the Artesia Boulevard Over Alameda Street and ACTA/UPRR Bridge Repair Project, CIP# 23-01, from Account No. 2789-710-041-4300.

Section 6. That a copy of this Resolution shall be filed in the offices of the City Manager, City Controller, City Clerk, City Attorney, and Public Works Engineering Department.

Section 7.That the Mayor shall sign and the City Clerk shall attest to the adoption of this Resolution.

ADOPTED this ________day of _____________, 2023.
_______________________________

MAYOR OF THE CITY OF COMPTON
ATTEST:
___________________________________

CITY CLERK OF THE CITY OF COMPTON

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss

CITY OF COMPTON )
I, Vernell McDaniel, City Clerk of the City of Compton, hereby certify that the foregoing Resolution was adopted by the City Council, signed by the Mayor and attested by the City Clerk at a regular meeting thereof held this _______ day of ________________, 2023.

That said Resolution was adopted by the following vote, to wit:

AYES: COUNCIL MEMBERS –
NOES: COUNCIL MEMBERS –
ABSTAIN: COUNCIL MEMBERS –
ABSENT: COUNCIL MEMBERS –
___________________________________

CITY CLERK OF THE CITY OF COMPTON
1 AGREEMENT NO. ________

BETWEEN THE ALAMEDA CORRIDOR

TRANSPORTATION AUTHORITY
AND

CITY OF COMPTON

This AGREEMENT ("Agreement") is made and entered into by and between the ALAMEDA CORRIDOR T RANSPORTATION AUTHORITY, a joint powers authority acting by and through its Governing Board ("ACTA"), and the CITY OF COMPTON, a California municipal corporation, 205 South Willowbrook Avenue , C ompton, California 90 220 (hereinafter "City").

WHEREAS, City intends to perform maintenance and repair on an Artesia Boulevard bridge spanning over the Alameda Corridor Right -of-Way (“Project); and

WHEREAS, City requires ACTA’s assistance for project oversight, engineering review of design plan s and erection plans of temporary structures needed to complete the Project; and

WHEREAS, in order to ensure that the Project is constructed safely and to limi t impacts on corridor rail operations, ACTA agrees to perform certain services as set forth herein (“ACTA Work”) ; and

WHEREAS, ACTA and City desire to execute this Agreement providing the terms and conditions pursuant to which ACTA will complete the ACTA Work and City will reimburse ACTA for the costs and expenses associated with such work;

NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS:

I. Work to be Completed by ACTA

1. ACTA and its contractors shall complete ACTA’s Work on the Project as set forth in Exhibit A, attached hereto .

2. A detailed Schedule , Budget Estimate and Rates for ACTA’s Work is set forth in Exhibit B, attached hereto.

3. As set forth below ACTA shall perform ACTA’s Work by its own forces and its contractors (including ACET and RailWorks Track Services, LLC and its authorized subcontractors).

a) The Parties agree that no notice to proceed from City shall be required before ACTA may begin pre- construction design review .

b) City shall provide written notice to ACTA prior to City starting its 2 construction work on the Project so that ACTA may proceed with final design review and approval .

c) City shall provide written notice to ACTA whenever City or its contractors require access to corridor property so that ACTA may provide flagging services.

II. City Reimbursement of ACTA Costs

1. As detailed in Exhibit B, City shall reimburse ACTA one hundred percent (100%) of the actual costs and expenses incurred by ACTA with respect to ACTA’s Work.

2. The total estimated budget for ACTA’s Work as set forth in Exhibit B is Seventeen Thousand Two Hundred Fifty Dollars ($17,250). Any increase in the estimate d budget for ACTA’s Work shall be evidenced by a revised exhibit in the manner set forth in Paragraph 3 of this Section .

3. During the term of this Agreement, ACTA shall provide Ci ty with periodic updates (but no less than monthly) with respect to any anticipated or proposed changes to the budget. Any revised cost estimates exceeding 10% of the then current budget shall be agreed upon by ACTA’s Chief Executive Officer and City and added as an exhibit to this Agreement. Such exhibits shall be labeled as “Exhibit B-1” (and so on numerically), dated, and added to Exhibit B of this Agreement. Such revised exhibit(s) shall not otherwise requi re a written amendment to this Agreement , except however, a written amendment will be required if and when the total budget increase exceeds 50% of the original budget set forth in Paragraph 2 of this Section (i.e., total budget increase exceeding $8,6 25).

4. The maximum payable under this Agreement shall be T wenty-Five Thousand Eight Hundred Seventy-Five Dollars ($25,875).

5. On a monthly basis, ACTA shall submit invoice(s) and supporting documentation of ACTA’s Work completed in the prior month, along with subcontractor invoices received during that prior month, to City for reimbursement. The invoices and supporting documentation shall contain sufficient detail and clarity to indicate the portions of ACTA’s Work that were completed during the invoicing period.

6. W ithin forty-five (45) days of receipt of any invoice from ACTA, City shall tender payment in full to ACTA , following payment instructions provided by ACTA .

7. ACTA shall submit a final reconciled invoice to City within 180 days after the completion of ACTA’s Work. The final billing shall be in the form of an itemized statement of the total costs for ACTA’s Work. Within 45 days after receipt of the final reconciled invoice, City shall pay ACTA all amounts evidenced by such invoice in full.

3 III. Indemnification and Insurance

A. Indemnification

City shall indemnify, defend (using counsel approved by ACTA) and hold harmless:
(a) ACTA; (b) the City of Los Angeles Harbor Department; (c) the City of Long Beach Harbor Department; (d) the Railroads; and ( e) each of their respective commissions or boards, employees and agents (collectively, “Indemnified Parties”) from and against any and all actions, suits, proceedings, claims, demands, damages, loss, liens, costs (including court costs and attorneys’ fees including the allocated cost of in- house counsel), expenses or liabilities, of any kind or nature whatsoever, for injury to or death of persons or damage to property, including property owned by or under the care and custody of ACTA, which may be brought, made, filed against, imposed upon or sustained by the Indemnified Parties, or any of them, and arising from or attributable to or caused by any acts or omissions of City or any of the Indemnified Parties relating to or arising out of City’s work under the Agreement, or by reason of any actual or asserted failure of City to keep, observe or perform any provision of this Agreement , except to the extent that such injury, death or damage is caused by the active negligence or willful misconduct of the Indemnified Parties or any of them. The indemnity required herein shall survive the revocation, termination or expiration of this Agreement.

B. Insurance

1. General Provisions

The required insurance and the documents provided as evidence thereof shall be in the name of the City and shall be provided as a condition precedent to the effectiveness of this Agreementt. If policies are written with aggregate limits, the aggregate limit shall be at least twice the occurrence limits or as specified below . The exact structure and layering of the coverage shall be left to the discretion of the City. However, any excess or umbrella policies used to meet limits shall be at least as broad as the underlying coverages and shall otherwise “follow form”. Package policies which contain more than a single coverage type and share primary per occurrence and/or aggregate limits are not permitted. Insurance coverage that requires ACTA to tender any claim or suit to its own insurer(s) or make its own insurance coverage available for any reason is not permitted.

The full policy limits and scope of protection shall apply to the additional insureds as required below even if they exceed the minimum insurance requirements specified herein.

2. Commercial General Liability

Commercial General Liability insurance shall be provided on Insurance Services Office (ISO) CGL Form No. CG 00 01 or the equivalent, including provisions for defense of additional insureds and defense costs in addition to limits. Policy limits shall be no less than two million dollars ($2,000,000) per occurrence for all coverage provided and four million dollars ($4,000,000) general aggregate. The policy shall not limit coverage for the additional insured to “ongoing operations” or in any way exclude coverage for completed 4 operations. Coverage shall be included on behalf of the insured for claims arising out of the actions of independent contractors. The policy shall contain no provisions or endorsements limiting coverage for contractual liability or third party over action claims, and defense costs shall be excess of limits. If City is using Subcontractors the policy must include work performed “by or on behalf” of City. Coverage shall apply on a primary non- contributing basis in relation to any other insurance or self-insurance, primary or excess, available to ACTA or any employee or agent of ACTA . Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall not exclude contractual liability, restrict coverage to the sole liability of the City, require ACTA to tender defense or indemnity to its insurer(s) or make its own insurance available, or contain any other exclusion contrary to the Agreement.

If this coverage is written on a claims -made basis, the retroactive date shall precede the effective date of the Agreement with ACTA and continuous coverage will be maintained or an extended reporting period will be exercised for a period of at least three (3) years from termination or expiration of this Agreement.

Coverage shall contain no contractors’ limitation or other endorsement limiting the scope of coverage for liability aris ing from explosion, collapse, or underground property damage.

Coverage shall be provided for property damage or bodily injury that occurs on or within fifty feet of railroad property using ISO CG 24 17 (10 01) or its equivalent.

The policy of insurance required above shall be endorsed as follows:

Additional Insured: ACTA, the City of Los Angeles Harbor Department, the City of Long Beach Harbor Department , B urlington Northern Santa Fe Railroad, and U nion Pacific Railroad Company, and their commissions or boards, employees and agents shall be added as additional insured with regard to liability and defense of suits or claims arising from t he operations and activities performed by or on behalf of the Named Insured.

Additional Insured endorsements shall not: 1) be limited to “on- going operations”, 2) exclude “Contractual Liability”, 3) restrict coverage to the sole liability of the City , or 4) contain any other exclusion contrary to the Agreement.

Cancellation: Policies shall be endorsed to reflect that no cancellation or material modification of the coverage provided shall be effective until written notice has been given to ACTA at least thirty (30) days prior to the effective date of such modification or cancellation. In the event of non-renewal, written notice shall be given at least thirty (30) days prior to the effective date of non-renewal.

3. Business Automobile Insurance

Automobile Liability Insurance shall be written on ISO Business Auto Coverage Form CA 00 01 or the equivalent, including symbol (1) (any Auto). Limit shall be no less than one million dollars ($1,000,000) combined single limit per accident. Coverage shall 5 apply on a primary non- contributing basis in relation to any other insurance or self - insurance, primary or excess, available to ACTA or any employee or agent of ACTA. If City does not own any vehicles, this requirement may be satisfied by a non-owned vehicle endorsement to the general and umbrella liability policies provided that a separate policy limit is provided for this coverage as required by this Agreement.

The policy of insurance required above shall be endorsed as follows:

Additional Insured: ACTA, the City of Los Angeles Harbor Department, the City of Long Beach Harbor Department , B urlington Northern Santa Fe Railroad, and U nion Pacific Railroad Company, and their commissions or boards, employees and agents shall be added as additional insured with regard to liability and defense of suits or claims arising from the operations and activities performed by or on behalf of the Named Insured.

Additional Insured endorsements shall not: 1) be limited to “on- going operations”, 2) exclude “Contractual Liability”, 3) restrict coverage to the sole liability of the C ity, or 4) contain any other exclusion contrary to the Agreement.

4. Contractors’ Pollution Liability Insurance

Contractors’ Pollution Liability insurance shall be provided on a Contr actors Pollution Liability policy form or other policy form acceptable to ACTA providing coverage for liability caused by pollution conditions arising out of the operations of the City.

Coverage shall apply to bodily injury; property damage, including loss of use of damaged property or of property that has not been physically injured; cleanup costs; and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims. The policy limit shall be no less than one million dollars ($1,000,000) per claim and two million dollars ($2,000,000) annual aggregate. All activities contemplated in the Agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the Project site to the final disposal location, including non- owned disposal sites. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using Sub contractors, the policy must include work performed “by or on behalf” of the insured. Coverage shall apply on a primary non- contributing basis in relation to any other insurance or self-insurance, primary or excess, available to ACTA or any employee or agent of ACTA.

Additional Insured: ACTA, the City of Los Angeles Harbor Department, the City of Long Beach Harbor Department , B urlington Northern Santa Fe Railroad, and U nion Pacific Railroad Company, and their commissions or boards, employees and agents shall be added as additional insured with regard to liability and defense of suits or claims arising from the operations and activities performed by or on behalf of the Named Insured.

Additional Insured endorsements shall not: 1) be limited to “on- going operations”, 2) exclude “Contractual Liability”, 3) restrict coverage to the sole liability of the contractor, or 4) contain any other exclusion contrary to the Agreement.

5. Workers’ Compensation

Workers’ Compensation Insurance, as required by the State of California, and Employer’s Liability Insurance with a limit of not less than one million dollars ($1,000,000) per accident for bodily injury and disease.

The policy of insurance required above shall be endorsed, as follows:

Waiver of Subrogation: A waiver of subrogation stating that the insurer waives all rights of subrogation against ACTA, the City of Los Angeles Harbor Department, the City of Long Beach Harbor Department , Burlington Northern Santa Fe Railroad, and U nion Pacific Railroad Company, and their commissions or boards, employees and agents.

6. Waiver of Right of Recovery

City hereby waives any right of recovery against the Indemnitees and agrees to obtain from its insurers a waiver of any right of recovery against the Indemnitees.

7. Deductible/Self-Insured Retention

Any deductible or self -insured retention must be approved in writing by ACTA ’s Chief Executive Officer and shall protect ACTA, the City of Los Angeles Harbor 7 Department, the City of Long Beach Harbor Department , Burlington Northern Santa Fe Railroad, and U nion Pacific Railroad Company, and their commissions or boards, employees and agents in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self -insured retention. Any deductible or self -insured retention must be approved in writing in accordance with ACTA insurance guidelines.

8. Changes to Coverage Requirements

ACTA reserves the right at any time during the term of this Agreement to change and types of insurance required by giving the City sixty (60) days advance written notice of such change. Any type of insurance or any increase of policy limits not described in this Agreement that City requires for its own protection or is required by statute shall be at its own expense.

9. Evidence of Insurance

The City, concurrently with the execution of the Agreement, and as a condition precedent to the effectiveness thereof, shall deliver certified copies of the required policies containing the terms and conditions required by this contract to ACTA for approval as to sufficiency and form.

Insurance evidence as required herein shall be maintained until the date of Final Completion of the Project, unless otherwise set forth in the Agreement.

At least thirty ( 30) days prior to the expiration of any such policy, evidence of insurance showing that such insurance has been renewed or extended shall be filed with ACTA. If such coverage is cancelled or reduced, C ity shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with ACTA evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies.

10. Failure to Maintain Coverage

City agrees to maintain the insurance coverage as required by this Agreement at all times. In the event that th e City’s Work is suspended for failure to maintain required insurance coverage, the City shall not be entitled to an extension of time for completion of the Work or delay damages resulting from the suspension.

11. Acceptability of Insurers

Each such policy shall be from a company or companies with a current A.M. Best’s rating of no less than A -:VII, and authorized to do business in the State of California or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. Any other rating must be approved in writing in accordance with ACTA insurance guidelines. 8 12. Contractual Liability

The coverage provided shall apply to the obligations assumed by the C ity under the indemnity provisions of this Agreement but this insurance provision in no way limits the indemnity provisions and the indemnity provisions in no way limit this insurance provision.

IV. Effective Date, Term and Termination

1. The effective date of this Agreement shall be the date of its execution by ACTA’s CEO upon authorization of the ACTA Governing Board.

2. This Agreement shall be in full force and effect commencing from the date of ACTA’s CEO execution and shall continue until one (1 ) year ha s lapsed from the effective date of this Agreement.

3. Either Party may terminate this Agreement for any reason upon giving to the other Party ten (10) days’ notice in writing of its election to cancel and terminate this Agreement. ACTA shall be entitled to reimbursement for expenses incurred for services provided in accordance with this Agreement as of the date the ten days ’ notice period ends (“Date of Termination”). ACTA shall determine the amount of reimbursement due from City for services provided up to the Date of Termination . In the event that City terminates this Agreement, City and its subcontractors shall not access corridor property after the Date of Termination and all work on the Project shall cease.

IV. Miscellaneous Provisions

1. Notices: Any Notice to be given by each Party to the other shall be in writing and delivered in person or by United States Mail, registered or certified, postage prepaid, return receipt requested, addressed to the Party for whom intended, as follows:

To ACTA:

Alameda Corridor Transportation Authority
ATTN: Michael C. Leue, P.E. CEO
3760 Kilroy Airport Way, Suite 200
Long Beach, CA 90806

To City:

City of Compton
ATTN: John D. Strickland, Project Manager
2 05 South Willowbrook Avenue
C ompton, CA 90220

9 2. Force Majeure: The performance of the obligations of the Parties under this Agreement except for the payment of monies owed, shall be excused while, and to the extent that, a Party is prevented from complying therewith, in whole or in part, by a strike, fire, war, civil disturbance, act of God; by federal, state or municipal law; by any rule, regulation or order of a governmental agency, by inability to secure equipment and materials; or any other cause or causes beyond the reasonable control of that Party .

Neither Party shall be required, against their respective wills to adjust or settle any labor dispute in order to meet any obligation imposed hereunder.

3. Interpretation: Neither this Agreement nor any provision hereof shall be interpreted for or against either Party on the basis that said party drafted the provision in question, nor on the basis of a previous draft or drafts of the provision in question.

4. Successors and Assigns: This Agreement and all of its terms, provisions, covenants and condi tions, except as otherwise expressly provided in this Agreement, shall inure to the benefit of and be binding upon the personal representatives, successors and assignees of the Parties hereto.

5. Governing Law: This Agreement shall be governed by and con strued in accordance with the laws of the State of California, without reference to the conflicts of law, rules, and principles of such State. The Parties agree that all actions or proceedings arising in connection with this Agreement shall be tried and l itigated exclusively in the State or Federal courts located in the County of Los Angeles, State of California, in the judicial district required by court rules.

6. Amendments and Modifications: Other than as set forth in Section II, Paragraph 3, the terms of this Agreement may be modified only by written amendment approved by the Parties, subject to all applicable approval processes required by either Party.

7. Counterparts: This Agreement may be executed electronically and in any number of counterparts, each of which shall be deemed an original and all of which shall constitute together one and the same instrument.

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10 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date to the left of their signatures.

ALAMEDA CORRIDOR

TRANSPORTATION AUTHORITY

Date: By:

Michael C. Leue, P.E.

Chief Executive Officer

APPROVED AS TO FORM
___________________________, 2023
HYDEE FELDSTEIN SOTO, Los Angeles City Attorney

By _______________________________
Heather M. McCloskey, Deputy
ACTA Co-General Counsel

CITY OF COMPTON

Date: By:

Name:

Title:

Exhibit A
Scope of Work

The Project consists of the City of Compton replacing the damaged easternmost span on the Artesia Blvd. Bridge that was damaged by fire in December 2020 (“Project ”). The existing damaged span will be demolished and replaced with a new span. See Attachment 1 for a map of the Project Location.

As part of the City of Compton’s Project, ACTA will provide project design review for work located on the Alameda Corridor Right -of-Way. ACTA’s services will include reviewing design plans and calculations of temporary and permanent structures for the Project.

The engineering design review services will be provided pursuant to ACTA’s Alameda Corridor Engineering Team (ACET) Agreement, applying the rates in effect when services are provided. The City of Compton agrees that ACTA shall have sole authority to select the ACET engineers who will provide the design review services for the Project.

EXHIBIT A - ATTACHMENT 1

PROJECT LOCATION

EXHIBIT B

SCHEDULE, BUDGET ESTIMATE AND RATES
City of Compton Artesia Boulevard Bridge Repair Project Support Services Provided by ACTA
September 2023 through September 2024

Scope of Work Estimated Budget

Design Review $15,000
Administrative Overhead (15%) $ 2,250

Total Estimated Budget $17,250

Design review services will be provided by ACTA through its agreement with the Alameda Corridor Engineering team (ACET), at the following job position and rates:

Position Fully Burdened Rate
Engineer $ 207.25 - $ 347.97

Note: ACET’s fully burdened rates include Direct Salaries & Wages, Indirect Expenses, and a 10% Labor Fixed Fee.

ACET’s rates are subject to change upon ACTA providing written notice to the City of Compton of such changes.

City of Compton shall request ACTA’s support services in writing with a brief description of the proposed work to Jorge Pantoja at [email protected] not less than fourteen (14) calendar days prior to work beginning and specify the type of services required and a need by date. Along with the service request, a schedule of the proposed work duration, a contact name, email and phone number shall be provided.

Compton City CouncilSeptember 26, 2023

Compton City Council
September 26, 2023