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Home My WebLink About2020-129WORK ORDER NUMBER 3 IRC -1325 58th Avenue (57th St. to CR 510) Full Depth Reclamation This Work Order Number 3 is entered into as of this 14th day July , 2020 pursuant to that certain Continuing Contract Agreement for Continuing Geotechnical Engineering into on the 4 1 day of December, 2018 collectively referred to as the "Agreement", by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and ANDERSEN ANDRE CONSULTING ENGINEERS, Inc. ("CONSULTANT"). The COUNTY has selected the CONSULTANT to perform the professional services set forth on Exhibit A (Scope of Services), attached to this Work Order No. 3 and made part hereof by this reference. The professional services will be performed by the CONSULTANT for the fee schedule set forth in Exhibit A (Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timeframes more particularly set forth in Exhibit A, attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. +5y 00h12�`"• CONSULTANT: BOARD OF COUNTY COMMISStl At R5•"'--.. ``.. ANDERSEN ANDRE OF INDIAN RIVER COUN CONSULTING ENGINEERS,rd! =� Inc. By: B*Susadam.... David P. Andre, P.E. . coUrlTy.�o,,:= s,Chairman " ,, Title: Principal BCC Approved Date: July 14, 2020 Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: (O&L VIJ. 3 Deputy Clerk Approved: r4 Approved as to form and legal sufficiency: Jason E/ Brollun, County Administrator William K. DeBraal, Deputy County Attorney EXHIBIT A ANDERSEN ANDRE CONSULTING ENGINEERS, INC. Geotechnical Engineering Construction Materials Testing Environmental Consulting Indian River County Engineering Department 1801 276' Street, Building `A' Vero Beach, Florida 32960 Attention: Mr. Rob Skok Infrastructure Project Manager AACE Proposal No. P20-1644 June 25, 2020 Revised July 1, 2020 Subject: PROPOSAL FOR CONSTRUCTION MATERIALS TESTING 58TH AVENUE (577- STREET TO 85TH STREET) FULL DEPTH RECLAMATION PROJECT FM No. 436416-1-54-01 IRC PROTECT No. 1325 INDIAN RIVER COUNTY, FLORIDA Dear Mr. Skok: Andersen Andre Consulting Engineers, Inc. (AACE) is pleased to present this proposal for construction materials testing services during improvements to a portion of 58d Avenue, as indicated above. The purpose of our services, as discussed further herein, will be to provide materials testing in general accordance with the project plans and technical specifications. BACKGROUND INFORMATION We understand that the proposed improvements to 58`s Avenue consist of refurbishing (through the Full Depth Reclamation (FDR) process) the roadway from STA 418+76 to STA 593+03 (approximately 3.3 miles) as well as widening 69"' Street to the east and west of 58h Avenue (from STA 12+74.10 to STA 31+15.88, approximately 0.34 miles). The project also includes drainage improvements and the signalization of the intersection of 58a' Avenue and 69th Street. Testing associated with the relocation of a 20" water main will be coordinated with the County's utility department. Further, we understand that this is an FDOT Small County Outreach Program (SCOP). Therefore, based on our understanding of the project and on our conversations with the FDOT State Materials Office, the quality control measures listed in the FDOT's Developmental Specification T332 Full Depth Reclamation should be adhered to. A project duration of approximately 1 year has been established by Indian River County. - Balance of page intentionally left blank - 834 SW Swan Avenue, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com 58TH AVENUE FM No. 436416-1-54-01 IRC PRojEcr No. 1325 AACE Proposal No. P20-1644 SCOPE OF SERVICES Page -2- Based on the FDOT's Developmental Specification T332 and on our experience with similar projects, we understand that required QC services will include the elements listed below: Field and Laboratory Testing of FDR Roadway Base and Shoulders: - Obtaining samples of pulverized road base for laboratory gradation testing at a frequency of one sample for every 3,000 SY, or as needed. - Obtain samples of the FDR mix for laboratory Marshall Stability testing (as needed). - Obtaining one sample each day for laboratory moisture/density relationship testing (or as needed). - Performing one in-place field density test for every 1,000 SY of the compacted mixture on days selected by IRC staff (or as otherwise requested by IRC staff). - Obtaining composite samples of the Refurbished Stabilized Shoulders and widened areas at a frequency of one sample for every 2,000 LF for laboratory Limerock Bearing Value (LBR) testing. - Performing in-place density testing of shoulder stabilized subgrade (approximately one (1) test per every 2 LOTS of shoulder (about 1,000 LF), each direction or at the direction of the County. - Performing in-place density testing of roadway stabilized subgrade (primarily 69`h Street) as needed. - Performing in-place density testing of embankment, as needed. QC services durin-a paving operations: - Performing asphalt plant inspection services during two (2) paving operations (selected by IRC). - Obtaining roadway cores on seven (7) occasions after paving operations for specific gravity (density) determination (estimated three (3) cores obtained during each even). - Obtaining a maximum of seven (7) bulk samples of asphalt for asphalt content and gradation testing. Drainage Construction: - Performing in-place density testing of soil used to backfill all drainage excavations Intersection SiVnalization: - Performing concrete testing during strain pole base construction. Miscellaneous Testing: - Performing concrete testing services for non-structural concrete (sidewalks and ADA ramps, curbing, headwall, bus shelter pad, and driveways). - Perform density testing for general restoration and corrective construction (driveway restoration, sidewalk subgrade, utility and hydrant relocations, etc.) Based upon our understanding of the project plans and our prior experience with projects similar to this one, we estimate the cost of the services will be approximately $52,574.00. The actual cost of AACE's testing services will be a function of work actually performed in accordance with the attached unit fee schedule (in accordance with the continuing service contract between Indian River County and AACE, Contract #2018042). Contractor efficiency, methodology and changes in testing frequencies may affect the testing cost. We will notify you in advance if it appears that the cost estimate will be exceeded. 58TH AVENUE FM No. 436416-1-54-01 IRC PROJEcr No.1325 AACE Proposal No. P20-1644 Page -3- To authorize us to proceed with this project, please execute and return to us a copy of the attached Project Agreement form or a Purchase Order number. If you have any questions or if we can provide any additional information, please feel free to contact us at your convenience. Best Regards, ANDERSEN ANDRE CONSULTING ENGINEERS, INC. David P. Andre, P.E. Principal Engineer Peter G. Andersen, P.E. Principal Engineer ANDERSEN ANDRE CONSULTING ENGINEERS, INC. W WIN. AACEI NC. COM 58TH AVENUE FM No. 436416-1-54-01 IRC PRojEcr No. 1325 AACE Proposal No. P20-1644 ITEM #1: Field and Lab Testing of FDR Roadwav Base and Shoulders and Roadway Widenin Page -4- • Road Base Particle Size Analysis of Pulverized Base: Washed Sieve Analyses; 25 tests @ $95.00/test.................................... $2,375.00 Sample Preparation; 25 tests @ $35.00/test........................................ $875.00 • Marshall Stability of FDR Mixture: 20 tests @ $150.00/ test ............................ $3,000.00 • Moisture/Density Relationship (Proctor) Testing: 25 tests @ $85.00/test ................. $2,125.00 • LBR Testing; 25 tests @ $315.00/test.............................................. $7,875.00 • In -Place Density Testing of FDR Mix and Refurbished Shoulders; $4,956.00 - 75 tests @ $24.00/test (minimum 4 tests per hour, per trip) ........................... $1,800.00 • In -Place Density Testing of Roadway Widening Stabilized Subgrade (69`}' Street); $1,050.00 - 40 tests @ $24.00/test (minimum 4 tests per hour, per trip) ............................ $960.00 • In -Place Density Testing of Roadway Embankment (as needed); - 30 tests @ $24.00/test (minimum 4 tests per hour, per trip) ............................ $720.00 • Engineering Technician (man-hours for sample collection, limited standby, etc.) - 80 hours @ $59.00/hour.......................................................4 7$ , 20.00 Item #1 Subtotal: ............................... $24,450.00 ITEM #2: QC Services During Paving Operations • Asphalt Plant Inspection - Senior Transportation/Roadway Technician; - 2 Days x 10 hours/day @ $75.00/hr. x 1.5 (nighttime testing rate) ..................... $2,250.00 - Asphalt Content and Extraction/Gradation Testing; 7 samples x $200.00/sample ........ $1,400.00 • Roadway Coring (7 Coring Events) - Engineering Technician (for Roadway Coring - 2 techs. required for all coring); 7 events @ 6 hours/event x @ $59.00/hour x 2 technicians ........................ $4,956.00 - Coring Mobilization; 7 events x $100.00/mob...................................... $700.00 - Core Machine Usage; 7 events x $150.00/ day ...................................... $1,050.00 - Generator Usage; 7 events x $50.00/day........................................... $350.00 - Specific Gravity Testing (Unit Weight) of Cores; 21 cores x $35.00/core.................$735.00 Item #2 Subtotal: ................................ $11,441.00 ► ITEM #3: Drainage Construction • Proctor Testing. 6 tests @ $85.00/test.............................................. $510.00 • In -Place Density Testing of Excavation Backfill; - 125 tests @ $24.00/test (minimum 4 tests per hour, per trip)..' ........................ $3,000.00 • Engineering Technician (man-hour estimate for road closure standby, etc.) -12 hours @ $59.00/hour........................................................7$ 08.00 Item #3 Subtotal: ................................ $4,218.00 - Balance of page intenfionalyleft blank - 58TH AVENUE FM No. 436416-1-54-01 IRC PROJEcr No.1325 RACE Proposal No. P20-1644 • ITEM #4: Intersection SiLynalization: Page -5- Strain Pole Base Concrete Testing: • Drilled Shaft Concrete Testing; 4 sets of concrete specimens @ $88.00/set................ $352.00 Senior Field Technician (CTQP/FDOT Concrete Field Technician, if needed during pours); -6 hours @ $59.00/hour.........................................................3$ 54.00 Item #4 Subtotal: ............................. $706.00 ITEM #5: Miscellaneous TestinLY: • Sidewalk, Bus Pad, ADA Ramp Subgrade: 30 density tests @ $24.00/test....................... $720.00 • Compressive Strength Testing of Concrete (sidewalk, headwall, ramps, etc.); - 8 sets of 4 specimens @ $88.00/ set .................................................... $704.00 • Modified Proctor Testing, 3 tests @ $85.00/test........................................... $255.00 Item #5 Subtotal: ............................ $1,679.00 ITEM #6: Professional/Administrative Services Estimate: • Snr. Project Engineer: - Limited Meeting Attendance - 3 meetings x 2 hrs./mtg. x $120.00/hour ...................... $720.00 - Project Coordination, review of testing results; 30 weeks x 2 hrs./week x $120.00/hour ........ $7,200.00 • Technical Secretary; 30 weeks x 1.5 hrs./week x $48.00/hour ............................... $2,160.00 Item #6 Subtotal: ........................... $10,080.00 PROTECT TOTAL.:. KZ 74.00 58TH AVENUE Page -6- FM No. 436416-1-54-01 IRC PROJEcr No.1325 AACE Proposal No. P20-1644 TERMS AND CONDITIONS (1) Unit rates apply to standard working days, Monday through Friday, 7:00 a.m to 6:00 p.m. Testing and hourly rates will be increased by 50% for weekend, holiday or after-hours services (i.e., services performed before 7:00 am or after 7:00 pm). Our man-hour rates as presented herein are based on day -time testing only. No allowances for nighttime work are reflected in our fee. (2) The contractor (or County personnel) should contact Andersen Andre Consulting Engineers, Inc. at (772) 807-9191 a minimum of 24 hours prior to any testing and 48 hours prior to weekend and evening work. (3) If our testing estimate for a specific work element is insufficient for that particular activity, resources from another work element can be used without prior authorization from the client as long as our total cost estimate is not exceeded. We will notify you in advance if it appears that the cost estimate presented in the attached unit fee schedule will be exceeded. (4) AACE has not been provided with the selected Contractor's proposed schedule (i.e.; paving days, FDR days, etc.). Therefore, man-hours and associated testing quantities are based on our experience with similar projects. It is possible that our testing budget may require revision based on contractor efficiency, methodology and scheduling. (5) Soil sample and concrete cylinder pickup for laboratory testing (e.g., Proctor, LBR testing, compressive strength, etc.) will be billed at $59.00/hour if not scheduled with other work. (6) Our services do not include reviewing, monitoring or reporting any aspect of the required Maintenance of Traffic (M.O.T.) that may be required for this project. (7) AACE's field technicians and engineers do not direct or witness the performance of any work. Neither the presence of an AACE representative on-site nor the observation and testing performed by our firm implies AACE's responsibility for defects discovered in the construction work. (8) AACE will not be responsible for job or site safety for this project; job site safety will be the sole responsibility of the contractor. (9) AACE will not have stop -work authority. Should our representatives encounter materials or workmanship that, either based on direct testing or on our experience with similar projects, does not appear to meet the engineering plans and specifications, we will notify Indian River County immediately. Results will not be relayed to the Contractor without prior consent of the County. (10) We understand that no FDOT Earthwork/Density Log Book will be required for this project. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. PROFESSIONAL SERVICES AGREEMENT AACE Proposal No: P20-1644 Project Name: 58th Avenue (57th Street to 85th Street) Full Depth Reclamation Project FM No. 436416-1-54-01 / IRC Proiect No. 1325 Client: Indian River County Address: 1801 27th Street, Building `A' Attention: Mr. Rob Skok, Infrastructure Project Manager Vero Beach, Florida 32960 Client hereby requests and authorizes Andersen Andre Consulting Engineers, Inc. ("RACE") to perform the following services: Provide materials testing services during the 58' Avenue Improvement Project, as described herein. Estimated Budget: $52,574.00 Payment Terms: Net 30 days from invoice date; invoices will be sent every four weeks for continued or extended projects. Interest charges, l'/z% per month following the due date. Proposal Acceptance: By accepting this Proposal, the Terms and Conditions of this Proposal, including the Terms on this page, and Andersen Andre Consulting Engineers, Inc.'s General Conditions appearing on the reverse side of this page are incorporated herein by reference. In the event this Professional Services Agreement was received by facsimile or via email, Client hereby confirms that the above described Proposal, the Terms and Conditions of this Proposal, including the Terms on this page, and Andersen Andre Consulting Engineers, Inc.'s General Conditions have been made available and are incorporated in this agreement. PURSUANT TO FLORIDA STATUTES SECTION 558.0035 (2013) AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE. Accepted by CLIENT: By: Name: Title: Date: Billing Address: Phone No. Accepted for RACE: By. V Name: David P. Andre, P.E. Title: Principal Engineer Date: July 1, 20201, 2020