Loading...
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 1 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 2 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. 3 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. 4 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 5 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 6 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 7 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. 1 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 2 . ' 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. 3 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