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CORRESPONDENCE - RFP - 8976 CONSULTANT SERVICES FOR HALLIGAN WATER SUPPLY PROJECT (2)
Utilities Work Order Form Official Purchasing Form Last updated 10/2017 WORK ORDER PURSUANT TO A MASTER AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND AECOM TECHNICAL SERVICES, INC WORK ORDER NUMBER: A-HWSP-2020-05 PROJECT TITLE: Halligan Project 02 – Preliminary Design ORIGINAL BID/RFP NUMBER & NAME: 8976, Consultant Services for Halligan Water Supply Project MASTER AGREEMENT EFFECTIVE DATE: January 2, 2020 ARCHITECT/ENGINEER: AECOM Technical Services, Inc. OWNER’S REPRESENTATIVE: Linsey Chalfant WORK ORDER COMMENCEMENT DATE: June 15, 2020 WORK ORDER COMPLETION DATE: May 31, 2021 MAXIMUM FEE: (time and reimbursable direct costs): $1,481,109.00 PROJECT DESCRIPTION/SCOPE OF SERVICES: AECOM Team to support the Halligan Water Supply Project by developing feasibility design (15%). Tasks include Project/Program Management; Meetings/APDS Coordination; Surveying; Geological/Geotechnical Investigations; Hydrologic Analyses; Dam Alternatives Development; Site Development Alternatives; and Permitting Support. See attached supporting documentation. Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Master Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement and this Work Order (including the attached forms) the Master Agreement shall control. The attached forms consisting of thirteen (13) pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given after all parties have signed this document. SERVICE PROVIDER: AECOM Technical Services, Inc. By: Date: Name: Title: Page 1 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Gregory G Glunz Associate Vice President June 3, 2020 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Contract Documents are hereby accepted and incorporated herein by this reference. ACCEPTANCE: Date: Linsey Chalfant, Civil Engineer III REVIEWED: Date: Pat Johnston, Senior Buyer REQUISITION ENTERED BY: Date: APPROVED AS TO FORM: Date: Cyril Vidergar, Assistant City Attorney (if greater than $1,000,000) ACCEPTANCE: Date: Matt Fater, Director, Civil Engineering ACCEPTANCE: Date: Andrew Gingerich, Interim Deputy Director, Water Engineering & Field Services ACCEPTANCE: Date: Eileen Dornfest, Civil Engineer III ACCEPTANCE: Date: Carol Webb, Deputy Director, Water Resources & Treatment Operations ACCEPTANCE: Date: Theresa Connor, Interim Utilities Executive Director (if greater than $1,000,000) ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Page 2 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 June 2, 2020 Melissa Walker Coordinator, Finance June 3, 2020 June 3, 2020 June 3, 2020 June 4, 2020 June 3, 2020 June 4, 2020 June 5, 2020 June 5, 2020 June 5, 2020 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ACCEPTANCE: Date: Darin Atteberry, City Manager (if greater than $1,000,000) ATTEST: Date: City Clerk (if greater than $1,000,000) Page 3 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 June 8, 2020 June 8, 2020 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT A WORK ORDER SCOPE OF SERVICES Page 4 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 1 of 11 Exhibit A – Scope of Work The following scope of work is for the AECOM Team to develop Feasibility Design (15%) level during the period from June 2020 to April 2021. The scope of work is presented in the following tasks: Task 02.PM – Project/Program Management Task 02.A – Meetings/APDS Coordination Task 02.A – Surveying Task 02.G – Geological/Geotechnical Investigations Task 02.H – Hydrologic Analyses Task 02.D – Dam Alternatives Development Task 02.C – Site Development Alternatives Task 02.P – Permitting Support Scope of Work Task 02.PM – Project/Program Management Objective: Manage the work order budgets, develop invoices summarizing the past months work, manage subcontracts, and maintain AECOM design schedule. Project Schedule Development, Maintenance, and Reporting AECOM will develop a detailed project schedule using MS Project to manage the AECOM Team’s efforts. The schedule will be updated as needed or otherwise required. Schedule status will be reported to the City on a monthly basis by electronic schedule updates as a part of invoicing or posting to the porjet Teams site.. Deliverables: Initial and monthly project schedule updates in electronic (.mpp) format Budget Monitoring and Reporting The detailed project schedule will be cost and resource loaded by task, allowing AECOM’s PM to monitor actual project progress by task against the scheduled progress. Each task budget will be updated on a weekly basis and reported to the City on a monthly basis as a part of invoicing. Deliverables: Monthly budget updates with invoicing Invoicing and Progress Reporting AECOM’s Project Manager will submit an invoice monthly for work accomplished during the previous month. The invoice will be accompanied by a project budget and schedule status report. The invoice will also be accompanied by a synoptic narrative prepared by the Project Manager, generally describing the past month’s activities, critical accomplishments and milestones achieved, problems or issues together with planned resolution, project delays and plans to recover the schedule, and the upcoming Page 5 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 2 of 11 month’s activities. The accompanying budget status report will indicate the level of completion for each task through the end of the invoice billing period. Deliverables: Monthly invoice Progress report Subcontract Management AECOM will develop subcontracts consistent with the contract between AECOM and the City. The subcontracts will include scope, budget and schedule as pertinent to the subcontracted services. The subcontracts will also address subcontractor responsibilities, related quality assurance, and Health & Safety. Deliverables: Subcontract invoices submitted with AECOM monthly invoice Task 02.MTG – Meetings/APDS Coordination Objective: Conduct workshops at key project milestones to facilitate evaluation of alternatives from an engineering, construction, operations, and permitting perspective (economic and environmental), including the integration of social-related items to support a TBL approach. Coordination Meetings AECOM will attend project meetings to discuss project progress. The meetings are anticipated to be a mix of face-to-face meetings and internet based meetings. AECOM will develop an agenda and provide meeting notes for each meeting. AECOM will also provide access to a web based service for conducting internet based meetings. Assumptions: Up to two (2) AECOM Team members attending eighteen (18) 2-hour face-to-face meetings in Fort Collins Up to two (2) AECOM Team members attending thirty-six (36) 1-hour internet-based meetings Three (3) 1-day workshops attended by up to two (2) AECOM Team members One (1) 2-day workshop attended by up to six (6) AECOM Team members Deliverables: Meeting agenda Meeting minutes Workshops AECOM will support the City with facilitating and participating in four (4) Halligan Water Supply Project (HWSP) Team workshops. Three (3) 1-day workshops will focus on key technical areas and provide an opportunity to coordinate key project details prior to fully developing the alternatives. These initial workshops will also identify project risks and the economic, environmental, and social factors to be included in the alternatives screening evaluation The fourth 1-day workshop will review the alternatives that were developed and screen the alternatives using the factors identified during Page 6 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 3 of 11 alternatives development. A spreadsheet will be developed to rank/score the alternatives based on the factors identified during the workshops. Deliverables: Presentation materials for alternatives (drawings, PowerPoint presentation, maps, etc.) Updates to Action Items and risk register, as appropriate Spreadsheet for alternatives ranking/scoring Task 02.A – Surveying Objective: Establish a control network and prepare base map and topography of the dam site for Engineering through Construction. Local survey will also be performed for the existing Highway 287 east access, west access, North Poudre Irrigation Company (NPIC), Calloway, and Clock House Diversion Structures. Through the use of static survey data, AECOM subcontractor, King Surveyors, will establish a control network consisting of six (6) monuments and baselines for accurate and precise control. The base map will be based on the proposed improvements for the HWSP and identified affected properties. Larimer County standards will be followed in identification of the affected parcels and due to the size and complexity of the survey a survey flight with a fixed wing aircraft utilizing Light Detection and Ranging (LiDAR) equipment will be utilized for development of topography. Following the LiDAR flight, conventional survey will be employed to ground-truth the data captured from the flight. Local survey at the NPIC, Calloway, and Clock House Diversion Structures will include the structure and the surrounding topography. Conventional survey will also be used for a detailed dam area topography, the State Highway 287 east access tie in location, and Poudre River as part of Tributary 1. Assumptions: Complete access to all affected parcels in the vicinity of the project area Access to launch a boat to perform bathymetric survey within one week of the Light Detection and Ranging (LiDAR) flight Detailed survey of the abutments and tie-in of dam to the abutments will be performed during design Private utility locates are excluded from this scope. Tributary 1 topography will be based on 1’ contours from conventional survey. Tributaries 2 and 3 will use the LiDAR to establish 2’ contours. The scope includes preparation of twenty (20) individual property descriptions and exhibits for properties or easements. Survey of the existing dam monitoring points will be performed for the City to submit to the SEO. Deliverables: LiDAR flight including 5.5 square miles of the project area Basemap identifying the control network, utilities, boundaries, and easements Topographic map including the reservoir floor Page 7 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 4 of 11 Task 02.G – Geological/Geotechnical Investigations Objective: Provide engineering data on the condition and properties of the existing dam and foundation sufficient to evaluate alternative raise designs and assess passing the IDF, sufficient to complete preliminary design of a selected alternative. The overall approach to investigation of geological and geotechnical issues and conditions is a sequential program that builds on a baseline of data and adjusts the subsequent tasks to efficiently develop a characterization of the foundation and existing dam that is informed by each prior task. This approach will develop a wide ranging picture of the dam and foundation for the preliminary analysis of alternatives. The investigation stage will be implemented as follows: 1) geological mapping to focus the investigation in key areas of the right abutment shear zone and left abutment(initial mapping efforts are being completed under WO #1) ; 2) core drilling to characterize the foundation rock and shear zone in the right abutment and rock conditions especially in terms of erodibility in both abutments and at the downstream toe of the dam; and 3) geophysical investigations to further characterize the right abutment, downstream foundation and the existing dam. Mapping and geophysical surveying will also be performed at two (2) potential on-site quarry areas, with core drilling at a location in the potential west quarry area. Laboratory testing on selected rock core samples will also be performed. These Phase 1 investigations will support feasibility design and selection of major project features from among alternatives under consideration, and provide a basis for identifying and characterizing additional targeted Phase 2 investigations to support preliminary and final design. A Phase 1 field investigation and laboratory testing program will be developed in coordination with the HWSP Team to identify key geological and geotechnical conditions (including the condition of concrete in the existing dam) necessary to support the baseline engineering objectives. This will include preparing and submitting a subsurface investigation plan meeting the requirements of paragraph 7.3.3 of the 2020 SEO Dam Safety Rules and Regulations. The Phase 1 field investigation will include the following tasks, scheduled for implementation as shown on the schedule (Figure 1). o Task 02.G.1 – Final Geological Mapping o Task 02.G.2 – Site Investigations – Existing Dam, Quarry and Site Access o Task 02.G.3 – Mapping and Site Investigations – Diversion Structures (NPIC, Calloway, and Clock House) o Task 02.G.4 – Laboratory Testing o Task 02.G.5 – Phase 1 Geological and Geotechnical Data and Interpretive Report Specific activities associated with the Phase 1field investigations and laboratory testing are summarized as follows: Final Geological Mapping Additional detailed geological mapping of existing dam abutments, potential rock quarry sites, and NPIC, Calloway, and Clock House diversion structures; assistance with technical ropes access will be used on steep portions of the right and left abutments of the dam and at potential quarry sites. Utilize drone video coverage and available aerial imagery to support geological mapping. Site Investigations and Laboratory Testing Page 8 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 5 of 11 SRT profiling at dam site (two (2) lines totaling approximately 580 linear feet [lf]), quarry sites (one (1) line each at two (2) quarry sites totaling approximately 460 lf), diversion structures (one (1) line each at the NPIC, Calloway, and Clock House diversion structures totaling approximately 300 lf) Core drilling at two (2) potential quarry site (two (2) inclined HQ-size hole totaling approximately 90 lf with televiewing; a tracked drill rig would be used) Core drilling at the right dam abutment and downstream toe utilizing a tracked drill rig (assume two (2) inclined HQ-size holes totaling approximately 310 lf with packer testing, televiewing, and P-S suspension logging in the hole at the downstream toe); complete holes as piezometers Test pitting at the NPIC, Calloway, and Clock House diversion structures (one (1) test pit with a tracked excavator assumed to be contracted by the City) Seismic tomography of left, right, and spillway sections of the dam (three (3) arrays each approximately 75 lf, totaling 225 lf); each array consisting of a hydrophone string on the upstream slope and a mechanical energy source (hammer) imparted on the downstream slope by a ropes- assisted technician Core drilling into the downstream face at three (3) elevations at each of the three (3) seismic tomography arrays, for a total of nine (9) cores; cores will be 6-inch-diameter and up to 4 feet into the dam face Geotechnical laboratory testing of rock core including: moisture content/density (six (6) tests), point load index (eleven (11) tests), unconfined compressive strength with elastic modulus and Poisson’s ratio (six (6) tests), petrographic analysis (three (3) samples, including optical microscopy and X- ray diffraction), silica alkali reactivity (three (3) tests), specific gravity and absorption (three (3) tests each), Los Angeles abrasion resistance (three (3) tests) and sodium sulfate soundness (three (3) tests) Geological Data Gathering and Geotechnical Data Report Seismicity Compile relevant existing published and unpublished data (earthquake history, potentially active faults, prior seismotectonic/risk studies in the region, etc.) Preliminary assessment of peak ground acceleration (PGA) based on U.S. Geological Survey National Seismic Hazard Maps Geotechnical for Design & Construction Initial assessment of shear zone geotechnical characteristics as feasible based on site investigations described above Preliminary estimates of foundation rock mass deformation modulus based on P-S suspension logging Other key foundation rock geotechnical properties to assess potential foundation design issues (and quarry highwall design issues if an on-site quarry is planned) to be derived from field investigation results and initial testing of selected rock core Properties to initially characterize the quality of rock from potential quarry sites as part of basis to select between on-site production and off-site import of aggregate Conventional concrete properties to support assessment of potential structural analysis and dam raise design issues Page 9 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 6 of 11 Foundation Design Develop preliminary concept for shaping block in right abutment to address previously identified shear zone Preliminary assessment of presence and characteristics of potential movable blocks Develop preliminary estimates of foundation excavation depths and significant treatment (e.g., major faults/shear zones) Conduct an initial assessment of abutment and foundation rock erodibility to support evaluation of overtopping existing dam as one of the spillway alternatives Develop preliminary geotechnical parameters as input to initial dam design alternatives evaluation Perform a preliminary assessment of need for or value of grout curtain and foundation drains Deliverables: 3D Geologic Model Phase 1 Geological and Geotechnical Data and Interpretive Report (GGDIR): o Geological maps, photos, and drone video; o foundation and abutment drilling logs, and core photos; o packer test results; o geophysical profiles and logs; o logs and photos of cores extracted from downstream dam face; o geotechnical laboratory test results; and o narrative describing methods, results and preliminary interpretive geological and geotechnical findings. Task 02.H – Hydrologic Analyses Objective: Develop IDF and obtain concurrence by the SEO; complete H&H evaluations for passing the IDF that will be required to support feasibility level dam modification designs. Hydrology and rock erodibility evaluations will guide flood passage and potentially dam configuration alternatives. To support advancement of dam modifications to a feasibility level design, the tasks that follow will completed. o Task 02.H.1 – IDF/Frequency Flood Development o Task 02.H.2 – Hazard Classification/Dam Breach/IDA o Task 02.H.3 – Rock Erodibility o Task 02.H.4 – Wave runup evaluation o Task 02.H.5 –EAP/EOP Development AECOM will develop an understanding of the current reservoir operations. This may be developed as a reservoir stage-frequency study that shows the typical seasonal reservoir levels. AECOM will complete a frequency analysis for the AEP events more frequent than 1 in 100 for conceptual development of a water management strategy during construction. As the dam construction sequencing is better understood, an initial evaluation of water management during construction will be developed to provide Page 10 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 7 of 11 maximum construction access while providing adequate water storage and satisfying downstream water needs. EAP Update and EOP Development AECOM will perform an annual review and update of the Halligan Dam EAP, which may include: Updates to the dam descriptions to represent the revised dam configuration. Verify contact name, number, and address listed in the EAP, and revising the information as necessary in the EAP document. Replace the inundation maps in Appendix A with the most recent analyses results for the modified dam. AECOM will also develop an EOP for Halligan Dam, a companion document to the EAP that contains the dam and owner specific emergency planning components, and is used to guide the actions by the dam owner and State. Development of the EOP may include: Using the Colorado State Engineer’s EOP template and tailoring it to Halligan Dam for items including the “Dam Incident Level Determination Guidance Table”, “Expected Actions”, “Site Logistics”, etc. Incorporating the revised dam configuration in the new EOP such as for the dam plans in Appendix A. Summarizing the new Dam Breach Study in Appendix C. Incorporating the Critical Failure Mode Event Trees in Appendix F which are assumed to be available from the work leading up to the dam modifications. Assumptions: Halligan Dam will be categorized with a high general hazard classification and an extreme hydrologic hazard classification under the 2020 SEO Rules. AECOM will be provided native files of the existing EAP (Word, Excel, etc.) to make the edits. Large scale changes to the EAP are not needed, i.e. updating to a new template or format. AECOM will be provided dam specific information that may not be available to project team. Including detailed access descriptions to the dam and pertinent structures, equipment and materials availability and location, existing monitoring checklists, etc. AECOM will attend meetings (3 people, 8 hours each) to provide the City general input and support on the topic of operations and maintenance including periodic inspections by the dam tender. This effort does not include the preparation of an O&M Manual. Deliverables: Flood Hydrology Report Hazard Classificaiton/Dam Breach Report Wave run up calculation package IDA Report (if appropriate) EAP/EOP Page 11 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 8 of 11 Task 02.D – Dam Alternatives Development Objective: Evaluate the properties and frequency response of the raised dam. Alternatives to include an optimized cross-section (concrete/RCC) of the dam as well as an RCC only raise with minimum dimensions needed for construction equipment. Rock Erodibility Evaluation Rock erodibility evaluations will be completed based on the erodibility index premise developed by G. Annandale and presented in the book Scour Technology. Geological investigations will be used to characterize the rock of the abutments and valley floor to support erosion index parameter selection. Estimated rock erodibility index estimates will be compared with the streampowers associated with overtopping flows to estimate the likelihood and extent of potential erosion. Stability Analysis of Dam Foundation The preliminary engineering for the dam will require stability analyses of the existing dam and raise options to support selection of an alternative for final design. The work will be performed in the following sequence: Evaluate available existing information on the dam and foundation Develop a preliminary finite element model of the existing dam and foundation Perform sensitivity analyses of the concrete and foundation properties to support a field investigation plan to refine critical material parameters Develop ADSAS analyses to evaluate potential raise options and select alternatives that require further evaluation in ANSYS Develop additional finite element models to evaluate the most promising raise options Perform finite element analyses of the raise options to support selection of an alternative for detailed design Spillway Design AECOM will develop the hydrology to determine the IDF and more frequent floods (e.g., AEP events more frequent than 1 in 1,000). The spillway concept will be designed to pass the IDF and include an energy dissipation basin at the toe of the dam. A discharge curve will be developed for the spillway design and included in the drawing set. The spillway design will include a flood frequency analysis and discussion on how the spillway will perform during events with AEPs more frequent than that of the IDF. An erodibility analysis will be performed for the areas of unlined foundation at the abutments and downstream toe that would be influenced by floods. Any additional slope protection or lining will be proposed based on the findings of the erodibility analysis. Outlet Works The initial work for the intake and outlet works will be to determine the condition of the existing features and the capacity to pass flows for the raised reservoir. The design capacity will be based on: Downstream water requirements for City and other water owners SEO dam safety criteria to lower the top 5 feet of the raised reservoir in no more than five (5) days This information will be used to determine if the existing outlet works can be utilized for the raised reservoir. Following this, AECOM will work with the City to develop alternatives based on Page 12 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 9 of 11 requirements/permit conditions. AECOM assumes the requirement for multi-level intakes, fish screens, and/or fish nets will be determined in later design development and these will be incorporated, as necessary. These features are not necessary as part of the dam raise but may be determined by the City to be necessary at some stage during operation of the reservoir. Lastly, AECOM will work with the City and the contractor to review constructibility considerations with respect to the outlet works construction. Up to three outlet works alternatives will be developed at a conceptual level for the City to consider. Electrical, Instrumentation, and Controls Review existing power infrastructure with the intent to support construction and post construction needs including on-site aggregate production. Identify options for future instrumentation and controls to facilitate identification of additional infrastructure needs. Assumptions: City’s contractor will develop pricing for various alternatives to support alternatives workshops. Deliverables: Conceptual design drawings for up to three (3) different dam and spillway layouts Conceptual design drawings for up to three (3) different outlet works alternatives Alternatives memo summarizing design criteria/assumptions and preliminary engineering analyses. The final memo will incorporate the screening analyses and other decisions related to selection of the preferred alternative. Task 02.C – Site Development Alternatives Objective: Improvements to the existing road network will need to be performed to support construction activities including mobilizations, quarry development, material hauling and staging, and support of temporary offices. Develop alternatives for replacing the NPIC Diversion Structure. Evaluate existing road profile and prepare up to four (4) total access road corridors (two (2) access road corridors from the west and two (2) for access from the east) for workshop discussions with the contractor. The purpose of the workshops is to quickly identify alternative corridors and optimize the profile and cross section so that a cost-benefit analysis can be performed on acquisition of the property or easement before the Final EIS is complete. Changes to the access road or the corridor location may require amendments to the Final EIS. Engage the county and CDOT for general input on their requirements and desires. Perform site hydrology and initial drainage design to assess impact to the surrounding land. The existing NPIC Diversion Structure will be reviewed and alternatives will be considered for removal and replacement. The new structure is assumed to be a similar design concept and will perform a similar function. The specific design criteria will be discussed with the owner. Conduct a workshop with the contractor to identify and inventory the staging areas, equipment, stockpiles, traffic flow, temporary offices, need for a bridge, utility corridor improvements, materials testing laboratory, and batch plant location. Assumptions: Alternative easements or entrances to US287 may be available to reduce construction impacts HWSP Team workshops will provide constructibility review and comments to the initial road and access improvement layouts and discussions with county and CDOT Page 13 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit A Page 10 of 11 Design criteria for the NPIC Diversion Structure will be developed in coordination with the owner. The new structure is anticipated to be a similar size and design as the existing structure. Deliverables: Site drainage memorandum for county permitting support Preliminary drawings: o Four (4) access road corridors including profiles and cross sections o Inventory and initial locations of staging areas, equipment, stockpiles, temporary offices, utility corridors, materials testing laboratory, and batch plant o US287 improvements and modifications o Proposed concept for new NPIC Diversion Structure. Task 02.P – Permitting Support Objective: Integrate permitting requirements into the feasibility level design. AECOM will review the Draft EIS, associated mitigation/enhancement measures identified to date and other relevant documents (e.g., Fish and Wildlife Mitigation Plan, 401 Water Quality Certification application) and prepare a summary that can be applied as a checklist to the design. The WO-02 work scope will be performed within the constraints of the permit, mitigation/enhancement actions, but AECOM will also strive to identify innovative opportunities to improve design features prior to the release of the Final EIS to reduce the risk of a Clean Water Act Section 404 permit amendment. The permitting support will include the following tasks, scheduled for implementation as shown on the schedule (Figure 1). o Task 02.P.1 – Permitting Support o Task 02.P.2 – Fish and Wildlife Support and Meetings Permitting Support AECOM is aware of the ongoing NEPA/404 process and pending Clean Water Act Section 401 Water Quality Certification process being performed by other contractors. In addition to NEPA/404/401, AECOM will develop a comprehensive permitting strategy that identifies other applicable federal, state, and county regulatory requirements as well as the responsible party for obtaining the permits. Initial agency coordination will be conducted to verify permitting requirements and time frames for scheduling purposes, as appropriate. U.S. Fish and Wildlife Service Support and Meetings AECOM will provide the City with support services related to outlet works and spillway return intervals and involvement in periodic meetings focused on the greenback cutthroat trout reintroduction. Assumptions: AECOM will not conduct wetland, biological, cultural or other related field surveys Permits will be identified, but not obtained Deliverables: Permitting Strategy Technical Memorandum Permit and Mitigation Compliance Checklist Page 14 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT B WORK ORDER SCHEDULE DETAIL Page 15 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Consultant Services for Halligan Water Supply Project (RFP 8796) Master Agreement Dated January 7, 2020 Work Order No. 02 – Exhibit B Page 1 of 11 Exhibit B – Schedule The following provides a summary of the anticipated schedule for this Work Order. Start End Surveying June 15, 2020 August 15, 2020 Geo Investigations/Reporting July 15, 2020 November 30, 2020 Hydrologic Analyses/Reporting June 15, 2020 November 1, 2020 Dam Alternatives August 1, 2020 November 15, 2020 Site Development Alternatives August 15, 2020 November 1, 2020 Workshops/Alts Eval/Reporting November 15, 2020 March 31, 2021 Permitting Support June 15, 2020 March 31, 2021 Page 16 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT C WORK ORDER COST DETAIL Page 17 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Assist Support Staff 3 Assist Support Staff 6 Assist Support Staff 7Staff 1Staff 3Staff 4 Assist Support Staff 9 Assist Support Staff 10 Project 3 Project 4 Project 5 Consulta nt 1 Consultant 2 Consultant 3Principal 2 Total Hours Miles Mileage Expense Lodging Per Diem Auto Rental Fuel Airfare Misc ODC Sub Mark up Dober Dixon Swanson Lopez Montoya Pebble Richter Meier Parker Glunz Zusi Yadon Arnold/Jones Todaro $72 $108 $120 $88 $112 $124 $144 $156 $172 $184 $196 $208 $220 $232 $286 ‐ $0.580 $116 $61 $75 ‐ $400 ‐ 5% 2020 Task 02.PM: PM and Administration Update Project Schedule and Risk Register 22 25 16 63.0 320 $ 186 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 13,260 $ 186 $ 13,446 Budget Monitoring and Reporting 124 54 22 200.0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 29,656 $ ‐ $ 29,656 Invoicing and Progress Reporting 38 12 50.0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 9,632 $ ‐ $ 9,632 Subcontract Management 50 12 5 67.0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 9,308 $ ‐ $ 9,308 174 126 64 16 380 320 $ 186 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 61,856 $ 186 $ 62,042 Task 02.A: Meetings/APDS coordination Weekly Web Based Meetings (36) 54 45 99 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 19,836 $ ‐ $ 19,836 Monthly In‐person Meetings 117 113 230 1,920 $ 1,114 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 46,388 $ 1,114 $ 47,502 Three 1‐day Workshops 12 12 52 18 66 8 168 480 $ 278 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 32,712 $ 278 $ 32,990 One 2‐day Workshop 8 8 80 35 58 189 160 $ 93 $ 696 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 37,892 $ 789 $ 38,681 20 20 303 18 259 66 686 2560 $ 1,485 $ 696 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 136,828 $ 2,181 $ 139,009 Task 02.A: Surveying Control Network 84 2 14 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 12,852 $ 643 $ 2,424 $ 13,495 $ 15,919 LiDAR 416 2 22 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 57,290 $ 2,865 $ 3,440 $ 60,155 $ 63,595 Bathymetric Survey 4 4 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 21,704 $ 1,085 $ 624 $ 22,789 $ 23,413 Base Mapping 82 10 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 64,018 $ 3,201 $ 1,616 $ 67,219 $ 68,835 Conventional Topo of tunnel and Calloway struct. 2 2 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 5,628 $ 281 $ 312 $ 5,909 $ 6,221 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT D CERTIFICATE OF INSURANCE CONTRACTOR shall submit Certificate of Insurance in compliance with the Contract Documents. Page 19 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: 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). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ PROPERTY DAMAGE $ BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOS ONLY AUTOS NON-OWNED OWNED SCHEDULED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: Marsh Risk & Insurance Services 2 2 AECOM AECOM Technical Services, Inc. 6200 South Quebec Street Greenwood Village,CO 80111 25 Certificate of Liability Insurance CN101348564 Los Angeles Workers Compensation/Employer Liability cont. Policy Number Insurer States Covered WLR C6692340A Indemnity Insurance Company of North America - NAIC # 43575 AOS WLR C66923320 ACE American Insurance Company - NAIC # 22667 CA, AZ, MA SCF C66923368 ACE American Insurance Company - NAIC # 22667 WI Retro Waiver of Subrogation is applicable where required by written contract with respect to GL, AL and WC. DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER (MM/DD/YYYY) LIMITS POLICY EXP (MM/DD/YYYY) POLICY EFF LTR TYPE OF INSURANCE POLICY NUMBER INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB EACH OCCURRENCE $ AGGREGATE $ $ OCCUR CLAIMS-MADE DED RETENTION $ PRODUCTS - COMP/OP AGG $ GENERAL AGGREGATE $ PERSONAL & ADV INJURY $ MED EXP (Any one person) $ EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2016 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 04/01/2020 Marsh Risk & Insurance Services CA License #0437153 633 W. Fifth Street, Suite 1200 Los Angeles, CA 90071 CN101348564-STND-GAUE-20-21 * ACE American Insurance Company N/A Illinois Union Insurance Co SEE ACORD 101 N/A 27960 N/A 22667 AECOM AECOM Technical Services, Inc. 6200 South Quebec Street Greenwood Village, CO 80111 LOS-002457464-16 3 Attn: LosAngeles.CertRequest@Marsh.Com X X X HDO G7123311A 04/01/2020 04/01/2021 2,000,000 5,000 2,000,000 2,000,000 A X ISA H25301730 04/01/2020 04/01/2021 2,000,000 D N SEE ACORD 101 04/01/2020 04/01/2021 2,000,000 2,000,000 2,000,000 C PROFESSIONAL LIAB. ARCHITECTS & ENG. "CLAIMS MADE" EON G21654693 005 04/01/2020 04/01/2021 Defense Included Per Claim/Agg 10,000,000 Re: AECOM Project No: 04191453.2607; Client Reference No: 8976 PSA WO Agreement 12-10-19. Project Name: Halligan Project. Location Description: Halligan Reservoir is located about 25 miles northwest of Fort Collins on the North Fork of the Cache la Poudre River in Sections 33 and 34, Township 11, North, Range 71 West of the Sixth P.M., Larimer County, Colorado. Halligan Reservoir is approximately 14 miles northwest of Seaman Reservoir, which is at the confluence of the North Fork and main stem of the Cache la Poudre River. The City of Fort Collins, Colorado, its officers, agents and employees are named as additional insured for GL & AL coverages, but only as respects work performed by or on behalf of the named insured and where required by written contract. 2,000,000 2,000,000 X A THE CITY OF FORT COLLINS, COLORADO James L. Vogel of Marsh Risk & Insurance Services Attn: Ms. Pat Johnson / Senior Buyer 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8 Conventional Topo of diversion structure 2 2 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 2,793 $ 140 $ 312 $ 2,933 $ 3,245 Conventional Detailed Dam Area Topo 4 4 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 7,852 $ 393 $ 624 $ 8,245 $ 8,869 Existing Dam Monitoring Points and Control for SEO 0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 3,768 $ 188 $ ‐ $ 3,956 $ 3,956 Conventional Topo of highway tie in 4 4 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 6,088 $ 304 $ 624 $ 6,392 $ 7,016 Conventional Topo of Tributary 1 2 2 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 14,760 $ 738 $ 312 $ 15,498 $ 15,810 Property Descriptions and Easements 10 10 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 10,000 $ 500 $ 1,560 $ 10,500 $ 12,060 Other survey needs identifed by the project team 10 4 4 18 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 10,000 $ 500 $ 3,176 $ 10,500 $ 13,676 470 12 6 920 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 216,753 $ 10,838 $ 15,024 $ 227,591 $ 242,615 Task 02.G: Geologic Mapping and Drilling SEO Investigation Plan 10 8 10 8 12 24 3 75 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 13,736 $ ‐ $ 13,736 Geologic Mapping 2 16 8 22 180 16 2 246 0 $ ‐ $ 3,016 $ 1,586 $ 1,350 $ 250 $ 400 $ 500 $ 26,224 $ 1,311 $ 48,208 $ 34,637 $ 82,845 SRT ‐ 10 8 1 19 0 $ ‐ $ 162 $ 85 $ 75 $ 34 $ 500 $ 13,343 $ 667 $ 4,072 $ 14,867 $ 18,939 Core Drilling ‐ Quarry Sites 16 40 8 64 0 $ ‐ $ 604 $ 318 $ 450 $ 84 $ ‐ $ ‐ $ 19,005 $ 950 $ 12,064 $ 21,411 $ 33,475 Core Drilling ‐ Dam Site 16 124 12 1 153 0 $ ‐ $ 1,624 $ 854 $ 1,050 $ 174 $ ‐ $ ‐ $ 63,743 $ 3,187 $ 30,648 $ 70,632 $ 101,280 Downhole Seismic (caliper, optical, acoustic) ‐ Quarry Sites 4 ‐ 82 14 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 12,000 $ 600 $ 2,720 $ 12,600 $ 15,320 Downhole Seismic (caliper, optical, acoustic, p‐s) ‐ Dam Site 2 ‐ 41 7 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 19,000 $ 950 $ 1,360 $ 19,950 $ 21,310 Seismic Tomography ‐ Dam 1 ‐‐ 44 9 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 34,209 $ 1,710 $ 1,916 $ 35,919 $ 37,835 Shallow Coring ‐ Downstream Face 42 2 8 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 12,065 $ 603 $ 1,480 $ 12,668 $ 14,148 Laboratory Testing ‐ Rock 1 ‐ 16 8 25 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 35,000 $ 1,750 $ 4,172 $ 36,750 $ 40,922 Diversion Structure Investigations 24 18 4 12 24 12 2 78 0 $ ‐ $ 232 $ 183 $ 225 $ 150 $ ‐ $ 500 $ 10,500 $ 525 $ 14,232 $ 12,315 $ 26,547 Seismicity ‐‐ 24 8 ‐ 32 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 5,888 $ ‐ $ 5,888 GGDIR 16 2 96 48 8 20 26 60 4 280 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 47,880 $ ‐ $ 47,880 32 60 150 84 32 40 416 174 22 1010 0 $ ‐ $ 5,638 $ 3,026 $ 3,150 $ 692 $ 400 $ 1,500 $ 245,089 $ 12,254 $ 188,376 $ 271,750 $ 460,126 Task 02.H: Hydrologic Analyses Develop IDF, flood frequency 2 160 60 8 230 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 28,536 $ ‐ $ 28,536 Hazard Classification/Dam Breach/IDA 280 40 8130 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 16,696 $ ‐ $ 16,696 Wave run up evaluation 24 8 4 36 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 4,720 $ ‐ $ 4,720 EAP/EOP 40 12 28 30 10 120 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 16,712 $ ‐ $ 16,712 Rock Erodability Analysis 240 16 260 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 7,440 $ ‐ $ 7,440 40 18 304 124 28 30 32 576 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 74,104 $ ‐ $ 74,104 Task 02.D: Dam Alternatives Development Hydraulic analyses/design 40 24 8 2 4 78 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 11,304 $ ‐ $ 11,304 Structural analyses (OW/Spillway) 40 24 8 2 8 82 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 13,888 $ ‐ $ 13,888 Structural analyses (arch dam) 200 60 8 62 8 338 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 54,272 $ ‐ $ 54,272 Geotechnical 8 100 4 24 34 8 178 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 29,640 $ ‐ $ 29,640 OW alternatives (figures/memo) 12 40 94 12 40 40 4 32 274 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 47,904 $ ‐ $ 47,904 Dam/spillway alternatives (figures/memo) 12 176 80 48 32 4 32 384 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 15,000 $ 750 $ 65,072 $ 15,750 $ 80,822 Develop 15% Design (dwgs, memo) 104 8 24 12 8 4 160 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 26,280 $ ‐ $ 26,280 Alternatives Report 40 40 60 24 16 8 4 192 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 28,856 $ ‐ $ 28,856 72 40 320 558 104 244 158 98 92 1686 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 15,000 $ 750 $ 277,216 $ 15,750 $ 292,966 Task 02.C: Site Development Alternatives Roadway 10 120 20 16 4 170 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 25,856 $ ‐ $ 25,856 Drainage 30 40 16 0 4 90 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 12,224 $ ‐ $ 12,224 Utilities 20 4 8 0 4 36 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 4,688 $ ‐ $ 4,688 Traffic 08 8 04 20 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 3,344 $ ‐ $ 3,344 Alternatives Layouts 514 50 5016 164 155 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 25,816 $ ‐ $ 25,816 Diversion Structure Layouts 120 60 40 12 30 262 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 43,096 $ ‐ $ 43,096 Quantities 64 20 28 10 4 2 128 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 15,208 $ ‐ $ 15,208 Stockpile and Staging Areas 6 28 4 41 18 8 16 4 125 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 18,912 $ ‐ $ 18,912 11 166 32 403 60 170 44 12 80 8 986 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 149,144 $ ‐ $ 149,144 Task 02.P: Permitting Support Permitting Support 32 12 24 80 148 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 26,384 $ ‐ $ 26,384 Fisheries Support and Meetings 40 40 40 40 40 200 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 34,720 $ ‐ $ 34,720 32 40 40 12 64 120 40 348 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 61,104 $ ‐ $ 61,104 Estimated Total 40 174 185 166 384 412 1,299 330 60 989 44 566 813 210 92 5,764 2,880 $ 1,670 $ 6,334 $ 3,026 $ 3,150 $ 692 $ 400 $ 1,500 $ 476,842 $ 23,842 $ 963,652 $ 517,457 $ 1,481,109 Task 02.G: Geologic Mapping and Drilling Task 02.D: Dam Alternatives Development Task 02.C: Site Development Alternatives Task 02.P: Permitting Support Task 02.PM: PM and Administration Task 02.A: Meetings/APDS coordination Task 02.A: Surveying Task 02.H: Hydrologic Analyses Subsurface Characterization WO‐02 Fee Estimate 5‐28‐20 City of Fort Collins Halligan Water Supply Project Labor Other Direct Costs Total Hour Estimate Other Direct Costs (ODCs) Subcontractors Page 18 of 19 DocuSign Envelope ID: 10349F24-5127-44F1-8075-FB0EFD9EFCE8