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HomeMy WebLinkAbout31. Professional Services Agreement- ECS Midwest Realty City Oshkosh MEMORANDUM TO: Honorable Mayor and Members of the Common Council FROM: Mark A. Rohloff, City Manager DATE: September 19, 2019 RE: Professional Services Agreement for Subsurface Exploration and Geotechnical Engineering Evaluation for the 2020 Capital Improvement Program (CIP)/ ECS Midwest, LLC (ECS) ($66,852.25) The Department of Public Works requested proposals from six (6) geotechnical engineering consulting firms for subsurface exploration, soil classification, geotechnical engineering, and construction recommendations for the proposed 2020 CIP. Soil borings will be completed within the right-of-way for street and utility projects. A single proposal for the work was received from ECS. A follow-up by staff revealed another firm intended to respond, but missed the deadline. Reviewing the ECS proposal shows the costs to be commensurate with the level of work necessary, so staff recommends award to ECS. The work associated with this agreement is anticipated to be complete by the spring of 2020. The cost of these services is estimated not to exceed $66,852.25 and will be split among the Street Paving, Storm Water, Water, Sanitary Sewer, and Property Improvement CIP sections. Funding was budgeted in all five (5) sections of the 2020 CIP. Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a specialized nature, including engineering services, may be procured without the use of formal, sealed quotes. In accordance with Section 12-16 of the Code, I am hereby submitting this report regarding this professional services agreement. Please contact me if you have any questions concerning this professional services agreement. MAR/jg I\Engineering\2020 CONTRACTS\ECS 2020 Sub Inv\Mark R Memo-ECS Agreement 9-19-19.docx Page 1 of 1 RECEIVED SEP 1 2 2019 DEPT OF PUBLIC WORKS OSHKOSH, WISCONSIN C?:,IcPfikk ,A • t. , ._/. .4' ,:i" I 3 ECS Midwest, LLC Proposal for Subsurface Exploration and Geotechnical Engineering Proposed 2020 Capital Improvement Projects Oregon Street (West 21st Avenue to West 28th Avenue) East Snell Road (Jackson Street to Moser Street) West 28th Avenue (Oregon Street to the end of West 28th Avenue) Congress Avenue (Summit Avenue to the bridge) Washington Avenue (Lake Shore Drive to Hazel Street) North Main Street (Snell Road to Fernau Avenue) North Meadow Street (Witzel Avenue to Southland Avenue) North Eagle Street (Witzel Avenue to Southland Avenue) Parking Lot Improvements (West 10th Avenue/Oregon Street Parking Lot) Miscellaneous Additional Projects and Environmental-Only Drilling Oshkosh, Wisconsin ECS Proposal Number 59:2077-GP September 12, 2019 Srimi ECS M I D W E S T LLC "Setting the Standard for Service" mmie■s Geotechnical • Construction Materials • Environmental • Facilities September 12, 2019 Ms.Tracy Taylor City of Oshkosh Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 Email: ttaylor@ci.oshkosh.wi.us ECS Proposal No. 59:2077-GP Reference: Proposal for Subsurface Exploration and Geotechnical Engineering Proposed 2020 Capital Improvement Projects - Oregon Street (West 21st Avenue to West 28th Avenue) - East Snell Road (Jackson Street to Moser Street) - West 28th Avenue (Oregon Street to the end of West 28th Avenue) - Congress Avenue (Summit Avenue to the bridge) - Washington Avenue (Lake Shore Drive to Hazel Street) - North Main Street(Snell Road to Fernau Avenue) - North Meadow Street (Witzel Avenue to Southland Avenue) - North Eagle Street (Witzel Avenue to Southland Avenue) - Parking Lot Improvements (West 10'Avenue/Oregon Street Parking Lot) - Miscellaneous Additional Projects and Environmental-Only Drilling Oshkosh,Wisconsin Ms.Taylor: As requested by Mr. Mike Blank on August 27, 2019, ECS Midwest, LLC (ECS) is pleased to present the following unit rate proposal for providing geotechnical subsurface exploration and geotechnical engineering services for the above referenced project. This proposal outlines our understanding of the project,the proposed scope of services, activity schedule,fees, and authorization requirement. In preparing this proposal, we have had the opportunity to review the Request for Proposal, review available geologic and geotechnical information for the general site vicinity, review aerial photography, and discuss the overall project with you. PROJECT DESCRIPTION It is our understanding, the planned 2020 capital improvement projects will include construction on at least nine different project locations throughout the city. In addition, we anticipate the construction will vary from anticipated partial or total pavement reconstruction to the replacement of watermain, sanitary and/or storm sewer utilities. 1060 Breezewood Lane, Suite 102. Neenah,WI 54956 • T 92.)886 1406 • F 920 886 1409 • ecslimitedcorn ECS Capitol Services,PLLC • ECS Florida.LLC • ECS Mid-Atlantic,LLC • ECS Midwest,LLC • ECS Southeast,LLP • ECS Southwest,LLP September 12, 2019 ECS Midwest, LL`' A subsurface exploration consisting of a series of test borings will be performed at the site to evaluate the subsurface conditions within limits of the proposed construction sites. The scope of services proposed for this geotechnical subsurface exploration and geotechnical engineering analysis is given in the following section. SCOPE OF SERVICES Our integrated services will include drilling of test borings by drill crews under our supervision, laboratory testing of representative soil samples for pertinent engineering properties, and various engineering analyses and preparation of a geotechnical engineering report. The borings will be extended to the proposed depths below the existing ground surface, unless auger refusal causes them to be terminated at a more shallow depth. Upon completion of drilling operations, the samples will be returned to our laboratory in Neenah,Wisconsin for further identification and testing. Our proposed scope of services are as follows: Field Exploration • The proposed boring locations will be marked in the field by ECS utilizing simple measuring techniques and/or GPS. In addition, Digger's Hotline will be contacted to mark utilities in the vicinity of the boring locations. However, we understand the City of Oshkosh will provide an engineering staff member to assist in boring layout, will provide surface elevation determination at each borehole, and will mark utilities within a radius of marked boring location. • Mobilize a truck or an ATV mounted drilling rig to the site. • As requested, one-hundred and six(106) standard penetration test borings will be performed for this exploration. Further, ten (10) of the borings be extended to 10 feet for environmental-only drilling, and twenty-six (26) to 15 feet, twenty-three (23) to 20 feet, twenty-one (21) to 25 feet, and twenty-six(26)to 30 feet for the roadways, parking lots, and miscellaneous project sites. • The borings will be extended to the proposed depths below the existing ground surface, unless auger refusal causes them to be terminated at a shallower depth. • Measure depth of groundwater within each borehole at the time of drilling and prior to backfilling. • Upon completion of subsurface exploration drilling, each of the boreholes will be backfilled in accordance with Wisconsin Administrative Code NR141. In pavement areas, we will patch the asphalt surface with a cold mix asphalt patch of an equivalent or greater thickness of asphalt. Borings advanced in concrete pavement areas will be patched with a non-shrink cement grout. • Upon completion of drilling operations, the collected representative samples will be returned to our laboratory for further identification and testing. September 12, 2019 ECS Midwest, LLC Laboratory Testing • The subsurface exploration program will include limited laboratory testing, as we deem necessary to evaluate the classification, strength, and other characteristics of the encountered subsurface materials. • As a minimum, we will perform calibrated hand penetrometer resistance tests on cohesive soil samples, as well as moisture contents on select samples. Report Upon completion of testing and geotechnical engineering analysis,we will prepare a written geotechnical engineering report that presents our findings and recommendations. As noted within the RFP and the "Proposal Cost Breakdown for Subsurface Exploration" document included with this proposal, ECS will prepare three(3) written reports that document the results of the field and laboratory test programs. The geotechnical engineering reports will include the following items: • Observations from our site reconnaissance including current site conditions, surface drainage features, and surface topographic conditions. • A review of the published geologic conditions and their relevance to your planned construction. • A subsurface characterization and a description of the field exploration and laboratory tests performed. Ground water concerns relative to the planned construction, if any, will be summarized. • Records of the field exploration (test boring logs) prepared in accordance with the local standard practice for geotechnical engineering. A boring location plan will be included, and the results of the laboratory tests will be plotted on the boring logs or included on a separate test report sheet. • Summary tables of the encountered subsurface conditions by street. • Construction considerations relative to the subsurface conditions. • Recommendations for additional testing and/or consultation that might be required to complete the geotechnical assessment and related geotechnical engineering for this project. • Other items specifically outlined within the RFP will also be included in each report. ECS ADVANTAGES In addition to the standard services many local geotechnical engineering firms provide, ECS has distinguished itself on multiple disciplines to allow us to "Set the Standard of Service"for you, our clients. September 12, 2019 ECS Midwest, LLC Most notably: • Resources. ECS has extensive experience in Wisconsin,which allows us to meet your schedule and project timeline requirements with efficient and well-informed recommendations. Our track record demonstrates our ability to execute quality services for your fast-paced projects. • Experience. ECS has established an extensive subsurface database for all local geologies,allowing us to economically price subsurface explorations and offer the most appropriate techniques initially, not after the first phase of testing is complete. • Technology. ECS utilizes Global Positioning System (GPS) services to more accurately locate borings in the field. This technology allows us to control the responsiveness of our subsurface exploration and ultimately our report deadlines,versus relying on other firms to locate borings. • Expertise.ECS has in-house geotechnical and geophysical testing.These services include vibration monitoring, pile driving analyzer (PDA) testing, pressuremeter testing, site classification for seismic design, seismic refraction (rock surface studies), ground penetrating radar (GPR), and electrical resistivity imaging (ERI)services. PROJECT TEAM ECS believes the project team is critical to the success of any project. ECS proposes assigning members of our team that have been involved in numerous projects throughout the Oshkosh area. The ECS Project Team members have completed more than 100 Oshkosh area projects throughout the past 20 years include the following: A 2011 Capital Improvements Projects • USH 41 Sanitary Sewers and Watermains A Washburn Street Realignment A North Koeller Street Reconstruction • Lutheran Homes of Oshkosh A UW-Oshkosh Residence Halls - Fox Valley Technical College Expansion A Veteran's Museum • WRC Treatment Center • Witzel Avenue Reconstruction—Oakwood Road to USH 41 This team will be responsible for all aspects of the project and includes one of our owners for oversight of the entire process. We propose the following for the management team: • Office Manager: Alex E. Barker, P.E., Office Manager • Department Manager: Matthew A. Meyer, P.E., Geotechnical Department Manager • Project Manager: Mark E. King, P.E., Group Manager/Senior Geotechnical Engineer • Project Engineer: Isaac MacMillan, E.I.T.,Staff Geotechnical Project Manager • Lead Driller: Gerald Broennimann, Lead Driller • Lead Driller: Benjamin Broennimann, Lead Driller 11.111101111111110e September 12, 2019 ECS Midwest, LLC Professional Profiles for our professional engineers are included with this proposal. Additionally, ECS will draw from a pool of staff engineers,technicians, and drilling assistants with experience that can provide the services you require to meet your project's milestones. FEE It is proposed that the fee for the performance of the above outlined services be determined on a unit rate basis. On the basis of the above Scope of Services and the attached "Proposal Cost Breakdown for Subsurface Exploration,"the total fee will not exceed $66,852.25 without authorization from the City of Oshkosh. The above fee is based on the assumption the site is accessible to a truck or an ATV mounted drill rig.This proposal also assumes the soil borings can be performed during normal work hours (Monday - Friday, 7am to 5pm). If any additional services are requested or required based on differing site conditions,we will contact your office (or assigned representative)for verbal and written authorization for additional services. SCHEDULE In preparing this proposal, we have assumed the client will assist in the coordination of our access to the site with the current site owners/occupants. We anticipate being able to mobilize to the site within approximately three to four weeks after authorization to proceed. We anticipate that the drilling operations will require approximately five to six weeks, and that the laboratory testing, after drilling is completed, will require approximately five to ten days. Therefore, for time budget purposes, the base scope of services should take approximately eight to ten weeks from initial authorization through final report submission. Since we understand authorization of the work will be made by September 24,2019,we anticipate that the ECS project team will easily meet the three report delivery deadlines (December 30, 2019, January 20, 2020, and March 2, 2020). Verbal comments on findings can typically be provided within 3 to 5 days of drilling completion, if requested. CLOSING If other items are required because of unexpected field conditions or because of a request for additional services, they would be invoiced in accordance with our current Fee Schedule. Before modifying or expanding the extent of our exploration program, you would be informed of our intentions for both your review and authorization. Our insurance carrier requires that we receive written authorization prior to initiation of our services,and a signed contract prior to the release of any work product. This letter is the agreement for our services. Your acceptance of this proposal may be indicated by signing and returning the enclosed copy to us. We September 12, 2019 ECS Midwest, LLC are pleased to have this opportunity to offer our services and look forward to working with you on the project. Respectfully submitted, ECS Midwest, LLC Matthew Meyer, P.E. Alex E. Barker, P.E. Geotechnical Department Manager Office Manager mmeyer@ecslimited.com abarker@ecslimited.com Enclosures: Proposal Acceptance Sheet Terms and Conditions of Service [\\S59-ARES\Data\[Proposals]\2000\2077-City of Oshkosh-2020 CIP\2077-GP City of Oshkosh-2020 Capital Improvements Projects.docx] September 12, 2019 ECS Midwest, PLC PROPOSAL ACCEPTANCE FORM Proposal No.: 59:2077-GP Scope of Services: Subsurface Exploration and Geotechnical Engineering Services Location: Proposed 2020 Capital Improvement Projects, Oshkosh,Wisconsin Client Signature: Date: Geotechnical Subsurface Exploration & Reports ($66,852.25): ❑ Yes 0 No Please complete this page and return one copy of this proposal to ECS to indicate acceptance of this proposal and to initiate services on the above-referenced project. The Client's signature above also indicates that he/she has read or has had the opportunity to read the accompanying Terms and Conditions of Service and agrees to be bound by such Terms and Conditions of Service. BILLING INFORMATION (Please Print or Type) Name of Client: Name of Contact Person: Telephone No. of Contact Person: Company Name: Person/Title Department: Billing Address: Telephone Number: Fax Number: Client Project/Account Number: Special Conditions for Invoice: Submittal and Approval: ECS offers an array of services to assist you with many phases of your project,including but not limited to: • Phase I,II and III ESAs • Third Party Mechanical,Electrical,Plumbing • Building Envelope,Roofing,and Waterproofing • Archaeological Assessments Inspections Services Inspection and Consultation • Wetlands Delineations • Geotechnical Engineering Services • Pre-and Post-Construction Condition Assessments • Asbestos/Lead Point Services • Construction Materials Testing • Specialty Materials and Forensics Testing • Indoor Air Quality Mold Services • Septic/Drainfield Design Services • LEED•Consulting Services Please indicate any of the services you are interested in and a member of the ECS team will contact you to discuss how we can be of service to your project. • ALEX E. BARKER, PE OFFICE MANAGER. PRINCIPLE GEOTECHNICAL ENGINEER PROFESSIONAL PROFILE As Office Manager, Mr. Barker, P.E. is responsible for overseeing the Neenah and Green Bay, Wisconsin offices including technical oversight, office staffing, client maintenance, financial performance and quality r - control. He has over 30 years of geotechnical experience in explorations :,, and analyses and construction material consulting for projects involving low and mid rise structures. Mr. Barker is also an active member of the American Society of Civil Engineers, GBA—Geoprofessional Business Association, Deep Foundation Institute, Executive Agenda and has attended numerous continuing education conferences. REGISTRATIONS PROJECT EXPERIENCE Professional Engineer: IL,ID, KS, • Buffalo Dunes Wind Project, Haskell Co, KS NM, MI, MO, OH, OK, TX, NE, WV, • Broadview Wind Project, Deaf Smith Co, NM AND WI • Chapman Ranch Wind Project, Nueces Co,TX PROFESSIONAL AFFILIATIONS • Fox Cities Exposition Center, Appleton, WI American Society of Civil Engineers • Copper Leaf Hotel, Appleton, WI GBA—Geoprofessional Business • Microbial Sciences Building, University of Wisconsin, Madison,WI Association • Cell 7 Demonstration Project, Port of Green Bay, Green Bay, WI Deep Foundation Institute • Central Brown Co Water Transmission Sink Hole and Pavement Distress Executive Agenda Study, Brown County, WI • Warch Campus Center, Lawrence University,Appleton, WI SKILLS • Banta Bowl Renovation, Lawrence University, Appleton, WI Slope Stability • Sludge Storage Lagoon Failure Study, Neenah Water Utility, Neenah, WI Bearing Capacity • Slope Distress Study, Garner Creek Communities, Town of Buchanon, Pavement Design WI Deep and Shallow Foundation • UW Hillel Center, University of Wisconsin, Madison, WI Systems • St. Elizabeth Hospital Parking Structure,Appleton,WI Ground Improvement • St. Elizabeth Hospital Bed Tower, Appleton, WI Underground Construction • Appleton Medical Center Parking Structure, Appleton, WI Earth Retention • Appleton Medical Center Bed Tower,Appleton, WI Site Development In situ Pressuremeater Testing and • Appleton Medical Heart Institute,Appleton, WI Analysis • Richmond Terrace Development, Appleton, WI Oversight of Construction Materials • Charter Street Heating Plant, University of Wisconsin, Madison, WI Oversight of Phase II Environmental • Mohican North Star Casino, Bowler, WI Drilling Services • Udey Dam Distress Study, Columbus, WI • Montello Dam Embankment Study, Montello, WI EDUCATION • Marion Dam Seepage Study, Marion, WI Masters of Science, Civil • Wastewater Treatment Facilities, Hortonville, WI Engineering, Michigan • Wastewater Treatment Facilities Upgrades, Fon Du Lac, WI Technological University • Appleton Performing Arts Center, Appleton, WI • River Heath Development, Appleton, WI Bachelor of Science, Civil • Ethanol Plant,Jefferson Grain Processors,Jefferson, WI Engineering, Michigan • New Digesters, Renew Energy,Jefferson, WI Technological University • Germ Oil Extraction Plant, Renew Energy,Jefferson, WI Matthew A- MPyPr, P. E. Geotechnical Department Manager • Mr. Meyer is Geotechnical Department Manager for the ECS Midwest, LLC Neenah office, formerly River ValleyTestingCorp. e p. possesses over 16 years of professional experience including engineering consultation, coordination, and review for geotechnical explorations and construction materials testing. He has BS in Civil Engineering and an MS in Geotechnical Engineering from the University of Wisconsin, Platteville. EDUCATION Master of Science, Civil Engineering, University of Wisconsin-Platteville, WI (2013) Mr. Meyer has experience and expertise in a variety of Bachelor of Science, Civil Engineering, University of areas including shallow foundations, deep foundations, retaining wall design, pavements, slope stability Wisconsin- Platteville, WI (2002) a nalysis, geotechnical instrumentation, distress REGISTRATIONS investigation, settlement monitoring, staged Professional Engineer: WI, MI, MN, MO, SD, IA embankment construction and storm water management. Mr. Meyer is a licensed professional CONTINUING EDUCATION engineer in WI, MI, MN, SD, IA and MO. He is also a Annual Geotechnical Engineering Conference—Univ. of Wisconsin Certified Soil Tester. Minnesota, St. Paul, MN (2006-2009, 2011-2013, 2015- 2019) 13th Annual Great Lakes Geotechnical and SAMPLE PROJECT EXPERIENCE Geoenvironmental Conference—UW Milwaukee (2005) • Fox Cities Exhibition Center, Appleton,WI 30th National Course on Foundation Engineering—UW • CHS Co-op Facility, Center Valley, WI Madison (February 2005) • Various Bridges,WDOT, WI • USH 41—143 Interchange Embankments, WDNR Post-construction Storm Water Management Green Bay,WI Workshop—Green Bay, WI (December 2004) • RiverHeath Development,Appleton, WI • Badger Mining New Screening Building,Taylor, WI PROFESSIONAL ASSOCIATIONS ASCE—American Society of Civil Engineers • Fond du Lac WPCP, Fond du Lac, WI Phi Kappa Phi Honor Society • JCl/Biolife Foundation Distress, Menasha, WI • Neenah Sludge Lagoons, Neenah, WI • Lawrence University Campus Center,Appleton,WI Mark King, P. E. Geotechnical Group Manager Mr. King's experience expands many geotechnical practices including slope stability analysis, pore Ipressure monitoring, pile driving analyzer (PDA) data, . caissons, rammed aggregate piers, deep foundations, and forensic engineering studies for distressed asphalt and concrete structures. He also prepares reports for bridge foundations and retaining walls utilizing the EDUCATION LRFD methodology along with subsurface exploration Bachelor of Science, Civil Engineering, University of for site feasibility for foundations, pavements, and Wisconsin- Platteville, WI storm water management devices. REGISTRATIONS Professional Engineer: WI, MI SAMPLE PROJECT EXPERIENCE PROFESSIONAL ASSOCIATIONS • Central Brown County Water Authority, Brown Chi Epsilon: National Civil Engineering Honor Society County,WI American Council of Engineering Companies of • Wisconsin Transportation Cell 7 Demonstration Project, Green Bay,WI • North Star Casino, Bowler,WI American Society of Civil Engineers • Bay Area Medical Center Replacement Hospital, Geoprofessional Business Association Marinette,WI • Austin Straubel International Airport, Green Bay, Mr. King is Geotechnical Group Manager for the ECS WI Midwest, LLC Green Bay office, formerly River Valley • Menards, Northeast,WI Testing Corp. He possesses over 15 years of professional experience including coordinating and ▪ Bayport High School Addition, Howard,WI reviewing geotechnical explorations, construction • Procter and Gamble Paper Products Company, materials testing services, and environmental site Green Bay,WI assessments for industrial, municipal, commercial, • and residential structures. His primary responsibilities Cabela's, Green Bay,WI now include managing and coordinating geotechnical • Manitowoc Wastewater Treatment Facility engineering projects, proposal and report review, Improvements, Manitowoc, WI financial performance for the geotechnical • department and maintaining client relationships. Various Bridges and Roadways,Wisconsin and Michigan i ...r ws �-i1_ PROPOSAL COST BREAKDOWN FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES 2020 CAPITAL IMPROVEMENT PROJECTS OREGON STREET(WEST 21sT AVENUE to WEST 28TH AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 925.00 1. Boring Layout Sum 1 $ 925.00 $ Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 1125.00 $ 1125.00 3. Soil Borings Feet 510 $ 13.95 $ 7114.50 Project Engineering and Lump 4. Reporting Sum 1 $ 3700.00 $ 3700.00 SUBTOTAL: OREGON STREET $ 12,864.50 EAST SNELL ROAD (JACKSON STREET TO MOSER STREET) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 600.00 $ 600.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 700.00 $ 700.00 3. Soil Borings Feet 325 $ 13.95 $ 4533.75 Project Engineering and Lump 4. Reporting Sum 1 $ 2350.00 $ 2350.00 SUBTOTAL: EAST SNELL ROAD $ 8,183.75 1:\Engineering12020 CON7RAC S12020Sub Inv 1RFP\Proposal Cost Breakdown_8-27-19.doa Page 1 of 6 WEST 28TH AVENUE (OREGON STREET TO THE END OF WEST 28TH AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 475.00 $ 475.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 600.00 $ 600.00 3. Soil Borings Feet 270 $ 13.95 $ 3766.50 Project Engineering and Lump 4. Reporting Sum 1 $ 1950.00 $ 1950.00 SUBTOTAL: WEST 28TH AVENUE $ 6,791.50 CONGRESS AVENUE(SUMMIT AVENUE TO THE BRIDGE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum I $ 75.00 $ 75.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 100.00 $ 100.00 3. Soil Borings Feet 45 $ 13.95 $ 627.75 Project Engineering and Lump 4. Reporting Sum 1 $ 325.00 $ 325.00 SUBTOTAL: CONGRESS AVENUE $ 1,127.75 1:\Engineering\2020 CONTRACTS\2020 Sub Inv\RFP\Proposal Cost Breakdown_8-27-19.docx Page 2 of 6 WASHINGTON AVENUE (LAKE SHORE DRIVE TO HAZEL STREET) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 350.00 $ 350.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 425.00 $ 425.00 3. Soil Borings Feet 200 $ 13.95 $ 2790.00 Project Engineering and Lump 4. Reporting Sum 1 $ 1450.00 $ 1450.00 SUBTOTAL: WASHINGTON AVENUE $ 5,015.00 NORTH MAIN STREET(SNELL ROAD TO FERNAU AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 650.00 $ 650.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 800.00 $ 800.00 3. Soil Borings Feet 360 $ 13.95 $ 5022.00 Project Engineering and Lump 4. Reporting Sum 1 $ 2600.00 $ 2600.00 SUBTOTAL: NORTH MAIN STREET $ 9,072.00 I:\Engineering\2020 CONTRACTS12020 Sub Inv1RFP\Proposal Cost Breakdown_8-27-19.docc Page 3 of 6 NORTH MEADOW STREET(WITZEL AVENUE TO SOUTHLAND AVENUE ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 175.00 $ 175.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 225.00 $ 225.00 3. Soil Borings Feet 105 $ 13.95 $ 1464.75 Project Engineering and Lump 4. Reporting Sum 1 $ 750.00 $ 750.00 SUBTOTAL: NORTH MEADOW STREET $ 2,614.75 NORTH EAGLE STREET(WITZEL AVENUE TO SOUTHLAND AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 175.00 $ 175.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 225.00 $ 225.00 3. Soil Borings Feet 105 $ 13.95 $ 1464.75 Project Engineering and Lump 4. Reporting Sum 1 $ 750.00 $ 750.00 SUBTOTAL: NORTH EAGLE STREET $ 2,614.75 1:\Engineering\2020 CONTRACTS\2020 Sub Inv\RFP\Proposal Cost Breakdoven_8-27-19.doa Page 4 of 6 PARKING LOT IMPROVEMENTS (WEST 10TH AVENUE/OREGON STREET PARKING LOT) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 100.00 $ 100.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 125.00 $ 125.00 3. Soil Borings Feet 60 $ 13.95 $ 837.00 Project Engineering and Lump 4. Reporting Sum 1 $ 425.00 $ 425.00 SUBTOTAL: PARKING LOT IMPROVEMENTS $ 1,487.00 MISCELLANEOUS ADDITIONAL PROJECT(S) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Per 1. Boring Layout Bore 10 $ 50.00 $ 500.00 Mobilization/Daily Per 2. Travel/Traffic Control Bore 10 $ 50.00 $ 500.00 3. Soil Borings Feet 175 $ 13.95 $ 2441.25 Project Engineering and Per 4. Reporting Bore 10 $ 150.00 $ 1500.00 SUBTOTAL: MISCELLANEOUS PROJECT(S) $ 4,941.25 I:\Engineering\202D CONTRACTS\2020 Sub Inv\RFP\Proposal Cost Breakdown_8-27-19.do« Page 5 of 6 MISCELLANEOUS/UNDISTRIBUTED ITEMS STEAM CLEANING OF DRILLING EQUIPMENT (UNIT COST$ 100.00 )X 7 TIMES= $ 700.00 ROCK CORING (UNIT COST$ 75.00 )X 100 FEET=$ 7500.00 SOIL BORINGS (UNIT COST$ 13.95 )X 100 FEET=$ 1395.00 BLIND DRILLING (UNIT COST$ 9.00 )X 100 FEET= $ 900.00 ENVIRONMENTAL-ONLY DRILLING (UNIT COST$ 13.95 )X 100 FEET= $ 1395.00 DRUMS FOR IMPACTED SOIL,INCLUDING RELOCATION TO CITY PROPERTY (UNIT COST$ 50.00 )X 5 DRUMS=$ 250.00 TOTAL PROPOSAL COST $ 66,852.25 1:\Engineenng12020 CONTRACTS\2020 Sub Inv\RFP\Proposal Cost Breakdown_8-27-19.docx Page 6 of 6 1E33ECS MIDWEST LLC Setting the Standard for Service" nommoom Geotechnical • Construction Materials • Environmental • Facilities 2019 Geotechnical Fee Schedule FIELD AND LABORATORY: Fees 1. Drill Rig Mobilization a. Truck Rig Special Quote b. ATV Rig Special Quote c. Daily Truck Rental $50.00/day d. Daily ATV Rental $150.00/day 2. Drilling, Sampling,Abandonment, and Pavement Patch a. Auger Drilling (no sampling) $9.00/foot b. 0'-40' $13.95/foot c. 40'+ $18.00/foot d. Rock Coring $75.00/foot 3. Bridge Deck Penetration and Patch $175.00/each 4. Boring Layout and Elevations $130.00/hour 5. Per Diem Federal Rates 6. Access Delay $165.00/hour 7. Water Content and Dry Density $30.00/each 8. Water Content Only(ASTM D2216) $5.00/each 9. Unconfined Compression Test(ASTM D2166) $45.00/each 10. Atterberg Limits Including Plasticity Index(ASTM D4318) $60.00/each 11. Organic Content Test(ASTM D2974) $37.00/each 12. Mechanical Analysis a. Through the#200 Sieve(ASTM C117 and C136) $85.00/each b. Through the#200 Sieve Only(ASTM C117) $45.00/each 13. Miscellaneous a. Shelby Tube Extrusion $30.00/each b. Shelby Tubes(If damaged during sampling) $35.00/each EQUIPMENT: 14. Steam Cleaning $100.00/each 15. 55 gallon Drums $50.00/each 16. Coring Machine Rental $85.00/day 17. Bit Wear $4.50/inch 18. Traffic Control Signage $85.00/day 19. Flagman (Per Man) $400.00/day 20. Mileage(not including Drill Rig mileage) Fed.Reimburse. +$0.25/mile 21. Manual Boring Equipment Rental a. SPT Sampling Equipment $125.00/day b. Hydraulic Tripod Assembly $375.00/day TECHNICAL STAFF 22. Clerical $50.00/hour 23. Senior Technician $50.00/hour 24. Two-Man Coring/Manual Boring Crew $175.00/hour PROFESSIONAL SERVICES 25. Principal Registered Engineer $200.00/hour 26. Senior Registered Engineer $150.00/hour 27. Registered Engineer $105.00/hour 28. Staff Geotechnical Engineer $90.00/hour REMARKS: The above rates are valid for calendar year 2019 or the duration of the project,whichever is longer. Services not listed on this schedule will be quoted on request. The minimum invoice for services provided during any month is$25.00. An overtime rate of 1.5 times the standard rate wit apply for services performed over 8 hours per day or outside of 7:00 am to 6:00 pm on Monday through Friday,or anytime on Saturday. Personnel rates are portal to portal. A premium rate of 2.0 times the standard rate will apply for services performed on Sundays and holidays. One day advance scheduling is requested for all field testing services;same day scheduling may be subject to additional charges. 1060 Breezewood Lane,Suite 102, Neenah,WI 54956 • T.920.886.1406 • F:920.886.1409 • ecslimited.com ECS Capitol Services,PLLC • ECS Florida,LLC • ECS Mid-Atlantic,LLC • ECS Midwest,LLC • ECS Southeast,LLP • ECS Southwest,LLP Client#: 215 ECSILLI ACORDr0 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/01/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Meg S.Lee,CIC Andersen Insurance Group PHONE FAX (A/C,No,Ext):703 988 0900 (A/C,No): Ext•102 5870 Trinity Parkway E-MAIL meg@theandersengrp.com Suite 130 ADDRESS: g@theandersen r g p• Centreville,VA 20120 INSURER(S)AFFORDING COVERAGE NAIC I INSURER A:Cincinnati Insurance Company 10677 INSURED INSURER B:T•^^City Fire Insurance Co. 29459 ECS Midwest, LLC ACE American Insurance Company 22667 14026 Thunderbolt Place INSURERC: Suite 700 INSURER D: Chantilly,VA 20151 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR _ TYPE OF INSURANCE INSR-WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) UMITS A GENERAL LIABILITY X X ENP0219995 12/01/2018 12/01/2019 EACH ES OCCURRENCEEC $2,000,000 E X COMMERCIAL GENERAL LIABILITY PREMIS (OEa occurrence) $500,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $10,000 X Contractual Liab PERSONAL B ADV INJURY $2,000,000 X X C U GENERAL AGGREGATE $4,000,000 GENII_AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $4,000,000 POLICY X JE a LOC $ A AUTOMOBILE LIABILITY X X EBA0463053 12/01/2018 12/01/2019 CEaOMaccidenBINEDSt) F rINGLE LIMIT 1,000 000 ( X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) A X UMBRELLA LIAB X OCCUR X X ENP0219995 12/01/2018 12/01/2019 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$0 _ $ B WORKERS COMPENSATION X 42WBRS49525 12/01/2018 12/01/2010 X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N All States Endt E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Pollution Liab X X CPMG28192289 12/01/2018 12/01/2019 $7,000,000 Inc/Aggr $50,000 Retention DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Verification of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S305482/M288420 MEF ECSMIDW-01 JTORREZ '4C4SPRo• CERTIFICATE OF LIABILITY INSURANCE DATE 2/4/2 D/YYYY) /4/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ames&Gough PHONE FAx 8300 Greensboro Drive (A/C,No,Ex1):(703)827-2277 I(A/C,No):(703)827-2279 Suite 980 E-MAIL admin@amesgough.com McLean,VA 22102 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Continental Casualty Company(CNA)A,XV 20443 INSURED INSURER B: ECS Midwest,LLC INSURER C: 1575 Barclay Boulevard INSURER D: Buffalo Grove,IL 60089 INSURER E: I INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRINSD WVD IMM/DD/YYYYI IMMIDD/YYYYI COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) , $ PERSONAL&ADV INJURY $ GEM_AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea acodentl $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOSO BODILY INJURY(Per accident) $ AUTOS ONLY _ AUUTOS ONEYY (Per acdentDAMAGE UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Professional Liab. AEH276165298 6/15/2018 6/15/2019 Per Claim/Aggregate 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Bidding Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD