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23330 _ 2 - Supplemental Agreement
Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 1 of 8 Supplemental #2 EAST PARKWAY, CITY OF REXBURG PROJECT NO. A023(330) KEY NO. 23330 Project Description This project represents Phase II of the East Parkway Corridor, encompassing final design and preparation of Plans, Specifications, and Estimates (PS&E) for the first constructed segment of the corridor. The East Parkway Corridor is a planned north–south transportation route intended to support continued economic growth as adjacent areas develop. This initial phase extends from Barney Dairy Road to 7th North and includes construction of a new bridge crossing the South Fork of the Teton River. The East Parkway Corridor will provide a second river crossing within the City, reducing congestion on 2nd East, improving overall traffic operations, minimizing commute times, enhancing safety, and decreasing emergency response times. The roadway will be constructed as a three-lane paved to the south but transition to a 2 lane road to the north. The bridge will be designed for an anticipated 170-foot span and 76-foot width to accommodate future roadway widening. Pedestrian and bicycle facilities will be provided across the bridge and will connect to a shared-use path passing beneath the bridge and extending to a future riverfront park being constructed as a separate project. The Phase II scope of work includes final bridge and roadway design, survey, materials investigation and analysis, and preparation of all required reports, permits, and PS&E documents necessary to advance the project to construction. This phase also includes an additional geotechnical boring to support the incorporation of a retaining wall that was identified during preliminary design, as well as the final design of the retaining wall and an additional box culvert for flood control. Phase 2 Team Member Abbreviations •FA - Forsgren Associates is the prime consultant. •S&W – Shannon & Wilson is a subconsultant providing geotechnical services. •KA – Keller Associates will provide roadway design services. GENERAL ASSUMPTIONS •Phase 1 assumptions are incorporated by reference, unless noted otherwise in thisdocument. •Services during construction are not part of this scope of work. A separate ServicesDuring Construction contract will be utilized for these items and will be negotiated once the project goes to bid. Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 2 of 8 FORSGREN WORK TASK OUTLINE TASK 1 – PROJECT ADMINISTRATION (Forsgren) 1.1 Project Initiation. The Consultant will initiate the project including setting up project files, preparing subconsultant agreements, initial design team kick-off meeting, preparing budgets, and preparation of the initial CPM design schedule. 1.2 Pre-Operation / Kickoff Meeting. It is assumed that the Pre-Operation / Kickoff Meeting will be held via teleconference. Stakeholders will discuss project objectives, communications, and coordination guidelines. We will also discuss anticipated project elements and analyses. The meeting is assumed to last for two hours with three representatives from Forsgren, plus four hours for the PM to prepare and distribute the meeting agenda and meeting minutes. A site visit with LHTAC, the City, and the Forsgren PM is anticipated during the summer. It is assumed that the Forsgren PM will require 2 hours to coordinate, attend, and prepare notes regarding the site visit. Deliverables: •Meeting agenda and minutes 1.3 Progress Reports and Invoicing. Progress reports (ITD-771) and invoices shall be prepared and submitted monthly. Progress reports and invoices shall be completed and submitted as defined in the Professional Agreement. The current LHTAC ITD-771 form shall be used with each submittal. Invoices shall include backup documentation for labor and direct expenses noted and shall be in the current format as recommended by LHTAC. The breakdown of labor and/or costs per each item of work shall be as required. Progress reports shall summarize work completed by the Prime Consultant and any Sub-Consultant(s). The estimated duration of this scope of work is 32 months. Each progress report shall include a copy of the current updated Project CPM Schedule. Deliverables: •32 Monthly Progress Reports (ITD-771) •Invoices including detailed expenses •Updated CPM It is assumed that the billable effort for this work will include 2 hour per month for the Project Manager and 2 hour per month clerical. 1.4 Bi-Monthly Project Meetings. We anticipate bi-monthly meetings with the LHTAC project manager and/or City of Rexburg Public Works to discuss work completed, work to be competed, key milestones, schedule, critical path items, budget, and deliverables. We anticipate 15 one-hour meetings attended by the Forsgren project manager. 1.5 Project Coordination. Throughout the project we anticipate coordination with subconsultants, City of Rexburg, and LHTAC outside of the regular project meetings. Effort will include •Coordinating design questions, transferring design information and scheduling field work •Obtain permission for property access to complete essential project evaluation and studies (e.g. Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 3 of 8 biological studies) and to develop land owner access agreements for property access. 1.6 Additional PM. Throughout This amendment includes additional Project Management services for an estimated six (6) months to support the extended project duration through Phase II final design and PS&E. Services include monthly progress reporting and invoicing, ongoing project coordination, and participation in bi-monthly project meetings with LHTAC and the City of Rexburg. Monthly progress reports and invoices will be prepared in accordance with the Professional Agreement using the current ITD-771 format and LHTAC-recommended invoice structure, and will include an updated Project CPM Schedule with each submittal. Project Management services will also include continued coordination with subconsultants, agencies, and property owners to support design development, field activities, and overall project delivery. It is assumed that the level of effort and billable hours per month will remain consistent with the originally scoped Project Management effort. TASK 2 – PROJECT CHARTER (Forsgren) •None added to this Scope of work TASK 3 – PRELIMINARY ROADWAY DESIGN (Forsgren Portion below, Keller’s attached) •None added to this Scope of work TASK 4 – FINAL DESIGN (Forsgren Portion below, Keller’s attached) 4.1 Incorporate Revisions from Preliminary Design. Forsgren Associates will coordinate updates to drawings based on preliminary design comments. 4.2 Roadway Drawings. Forsgren Associates staff will coordinate roadway drawings with bridge drawings. Anticipate two teleconferences and two design iterations. 4.3 Utility Coordination. Forsgren staff will coordinate utility drawings between roadway drawings and bridge drawings. 4.4 Special Provisions. Forsgren staff will compile SP’s from all disciplines. 4.5 SPPP. Forsgren staff will review SPPP prepared by subconsultant. 4.6 Opinion of Probable cost. Forsgren staff will compile cost estimate from all disciplines. 4.8 Quantity Calculations. Forsgren staff will compile quantities from all disciplines. 4.9 Quality Control. Forsgren staff will coordinate QC from all disciplines. 4.10 Submit to LHTAC. Forsgren staff be responsible for compiling deliverable documents for submittal to LHTAC. Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 4 of 8 4.11 Final Design Review Meeting. Forsgren staff will coordinate and attend a Final Design review meeting via teleconference. TASK 5 – PLANS, SPECIFICATIONS & ESTIMATE (PS&E) (Forsgren Portion below, Keller’s Attached) 5.1 Incorporate revisions from Final Design review. Forsgren Associates will coordinate updates to drawings based on final design comments. 5.2 Quality Control. Forsgren staff will coordinate QC from all disciplines 5.3 Certify Drawings. Forsgren staff be responsible for compiling deliverable documents for submittal to LHTAC. 5.4 Submit PSE Package. Forsgren Associates will be responsible for compilation of PS&E package for submittal to LHTAC. This will include preparation of checklist and Contract Time Determination. TASK 6 – STRUCTURE TS&L (Forsgren) •None as part of this scope of work TASK 7 – SITUATION & LAYOUT (Forsgren) •None as part of this scope of work TASK 8 – FINAL STRUCTURE DESIGN (Forsgren) 8.1 East Parkway Bridge Final Design 8.1.1 Final Structure Plans and Calculations. Design calculations shall be prepared on 8½”x11” sheets and shall be numbered and indexed. Plans shall be prepared in accordance with the guidelines of the ITD Bridge Design LRFD Manual. Forsgren will utilize a check print process to check design calcs and plan sheets as part of this task. Plans and Calculations shall be submitted to LHTAC for review. The hours estimate, CAD/detailing effort, and level of effort to perform the bridge design is based on the following assumptions and sheet list. If any of the following assumptions changes or the sheet list that follows increases, then additional design effort and budget will be required. The following bridge sheets are anticipated based on the previous assumptions: FINAL STRUCTURE PLAN SHEET LIST Plan Sheet Type No. Of Sheets Situation & Layout 1 Sheet Index, Quantities, & Vicinity 1 Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 5 of 8 Design & General Notes 1 Foundation Investigation 2 Footing Layout and Pile Notes 1 Excavation and Backfill Details 1 Abutment Layout & Details 3 Wingwall Layout & Details 1 Framing Plan 1 Girder and Girder Details 3 End Diaphragm Details 2 Temporary Diaphragm Details 1 Deck and Deck Details 3 Approach Slab Details 2 42” Single Slope Concrete Parapet 1 Utility Details 1 Date Panel 1 Metal Reinforcement 3 Total Structure Plan Sheets 29 Assumptions: •Bridge will be a single-span prestressed girder bridge with cast-in-place concretedeck. •Substructure foundations will consist of integral abutments with two rows of piles. •Bridge will have no skew, be on a horizontal tangent section, and have a constantwidth from one end to the other. •No phased construction needed •No raised sidewalk •Permanent metal deck forms will not be utilized. •Grade or vertical curvature will be sufficient to keep drainage spread minimized toavoid the need for deck drainage system on the bridge. All drainage from deck willbe captured by inlets located off the bridge. Drainage design across the bridge and forany storm drainage will be provided by others. •Conduits for future power and communication utilities will be provided via 4-inchconduits carried between girders on both sides of the bridge (likely located within the1st or 2nd interior girder bays). •No water, sewer, gas, or other large utilities are anticipated. Deliverables: •Final Structure Plans •Final Design Calculations 8.1.2 Construction Contract Time Determination. A construction CPM schedule showing all the bridge activities with the critical path shall be prepared. Deliverables: •Construction CPM Schedule Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 6 of 8 8.1.3 Structure Special Provisions. Special Provisions and/or Supplemental Special Provisions shall be prepared in accordance with ITD guidelines. We anticipate no more than 2 bridge related special provisions. Deliverables: •Structure Special Provisions/Supplemental Special Provisions 8.1.4 Structure Quantities. Quantities for each structure pay item shall be computed according to ITD guidelines on 8½”x11” sheets. Deliverables: •Structure Quantity Calculations 8.1.5 Bridge Construction Cost Estimate. A structure cost estimate shall be prepared according to ITD guidelines. Deliverables: •Bridge Construction Cost Estimate 8.1.6 Design Plan and Calculations QA/QC. Independent design and quantity calculations will be developed for the bridge. The plans and special provisions will be reviewed by the QC engineer. The design team will meet with the QC engineer to discuss review comments and any differences in the design calculations. Any design adjustments will be agreed upon and implemented in the drawings, special provisions, and calculations. After the calculations have been through QC and finalized, a senior independent review QA will be performed. 8.1.7 Box Culvert Design. As part of Phase II final design, this project will include the design of an additional precast box culvert for flood relief. The culvert was identified during preliminary design to improve flood conveyance. The scope of work will include structural specification of the precast box culvert, including inlet and outlet conditions, headwalls or wingwalls as required, and coordination with adjacent roadway grading, drainage features, and floodplain requirements. Culvert sizing and configuration will be finalized during design based on updated hydraulic analysis and site constraints. The precast box culvert will be designed in accordance with Idaho Transportation Department (ITD) design requirements, including applicable ITD Standard Drawings and Specifications, and relevant provisions of AASHTO LRFD for structural loading. Culvert details, quantities, and specifications will be incorporated into the final Plan package. FINAL BOX CULVERT PLAN SHEET LIST Plan Sheet Type No. Of Sheets Situation & Layout 1 Sheet Index, Quantities, & Vicinity 1 Design & General Notes 1 Foundation Investigation 1 Box Culvert Details 2 Total Structure Plan Sheets 6 Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 7 of 8 8.1.8 Retaining Wall Design. As part of Phase II final design, this project will include the design of a new retaining wall located at the southeast corner of the bridge crossing the South Fork of the Teton River. The retaining wall was identified during preliminary design as necessary to support the proposed roadway and bridge approach geometry, accommodate grade separation, and maintain stability within the constrained footprint adjacent to the bridge abutment. The retaining wall is anticipated to be approximately 150 feet in length with a maximum exposed height of approximately 16 feet at the bridge on both sides of the south abutment. Final wall geometry, type, and limits will be refined during final design based on geotechnical recommendations, roadway profile, hydraulic considerations, and constructability. The scope of work for the retaining wall will include: Evaluation of feasible retaining wall systems appropriate for site conditions and loading requirements Structural design of the retaining wall, including foundations, wall elements, and drainage features. Coordination with bridge abutment geometry, roadway alignment, and adjacent flood control features Integration of retaining wall details into the roadway and bridge plans. Preparation of retaining wall quantities, details, and specifications as part of the Final Design package The retaining wall will be designed in accordance with Idaho Transportation Department (ITD) design requirements, including applicable provisions of the AASHTO LRFD Bridge Design Specifications, the ITD Bridge Design LRFD Manual, and relevant ITD Standard Drawings and Specifications. Design will account for earth pressures, surcharge loads, seismic loading, global stability, and drainage requirements consistent with ITD standards. FINAL RETAINING WALL PLAN SHEET LIST Plan Sheet Type No. Of Sheets Situation & Layout 2 Retaining Wall Details 1 Total Structure Plan Sheets 3 TASK 9 – STRUCTURE PS&E SUBMITTAL (Forsgren) 9.1 Bridge PS&E Submittal. The Final Structure Design package shall be revised to address LHTAC review comments. The final Plans, special provisions and Estimate (PS&E) package shall be submitted to LHTAC for approval. Electronic CADD files shall conform to ITD CADD standards. Deliverables: •Bridge PS&E PlansoElectronic fileso11”x17” electronic stamped prints •Bridge PS&E Special Provisions •Bridge PS&E Construction Cost Estimate •Structure Design Calculations (stamped) •Construction CPM Schedule Detailed Scope of Work East Parkway; Barney Dairy Rd. to 7th North Project No. A023(330) Key No 23330 8 of 8 •Quantity Calculations9.2 Box Culvert PS&E Submittal. The Final Structure Design package shall be revised to address LHTAC review comments. The final Plans, special provisions and Estimate (PS&E) package shall be submitted to LHTAC for approval. Electronic CADD files shall conform to ITD CADD standards. Deliverables: •Bridge PS&E Plans o Electronic fileso11”x17” electronic stamped prints •Bridge PS&E Special Provisions •Bridge PS&E Construction Cost Estimate •Structure Design Calculations (stamped) •Construction CPM Schedule •Quantity Calculations 9.3 Retaining Wall. The Final Structure Design package (Bridge Plans) shall be revised to include the retaining wall design sheets. Deliverables: •Retaining wall PS&E PlansoElectronic fileso11”x17” electronic stamped prints •Retaining Wall PS&E Special Provisions •Retaining Wall PS&E Construction Cost Estimate •Structure Design Calculations (stamped) •Construction CPM Schedule •Quantity Calculations TASK 10 – SURVEY (Forsgren) •None added to Supplement TASK 11 – MATERIALS (Shannon & Wilson) Shannon & Wilson (S&W) will prepare the following deliverables. •See Attached Scope of work for Shannon and Wilson. TASK 12: ENVIRONMENTAL EVALUATION (Bionomics). •No Additions to this part of the scope EAST PARKWAY, DAIRY RD. TO 7TH NORTH PROJECT NO. A023(330) KEY NO. 23330 A. SUMMARY ESTIMATED MAN-DAY COSTS Raw Labor Cost 37.00 @ 106.73$ = 3,949.01$ 227.00 @ 66.35$ = 15,061.45$ 552.00 @ 64.91$ = 35,830.32$ 390.00 @ 64.91$ = 25,314.90$ 28.00 @ 51.35$ = 1,437.80$ - @ 95.77$ = -$ 2.00 @ 60.00$ = 120.00$ 750.00 @ 43.00$ = 32,250.00$ 62.00 @ 26.25$ = 1,627.50$ - @ 50.48$ = -$ - @ 35.11$ = -$ TOTAL RAW LABOR COST =115,590.98$ B. PAYROLL, FRINGE BENEFIT COSTS & OVERHEAD X =197,995.79$ C. NET FEE X =39,198.35$ D. SUBCONSULTANTS Subconsultant Fee $46,868.92 $0.00 $127,847.43 -$ =$174,716.35 E. FCCM X =196.50$ G. OUT-OF-POCKET EXPENSE SUMMARY Estimated Unit Cost Expense MILES @ 0.625$ = -$ MILEAGE*** Trip from Rexburg MILES @ 0.625$ = -$ Days @ 59.00$ = -$ Nights @ 98.00$ = -$ Field Supplies LS @-$ = -$ =-$ *Negotiated % Fee 2026 Escalation = 33%*(Labor + Overhead) * X/Y * PCT = Escalation Duration, X 12 months Contract Duration, Y 12 months 4th Year Percentage, PCT 3% (Raises occuring in January 2024) =-$ *Negotiated % Fee *** As per the "FEDERAL PER DIEM RATES FOR IDAHO" PROJECT TOTAL = TOTAL ESTIMATED EXPENSE SR. BRIDGE ENGINEER TOTAL ESTIMATED EXPENSE $527,697.97 0 M&IE 0 Lodging 0 0 $115,590.98 0.17% Expense Category Estimated Amount MILEAGE*** Trip from Boise 0 SHANNON & WILSON BIONOMICS KELLER --- TOTAL ESTIMATED SUBCONSULTANT FEES Total Raw Labor FCCM Total Raw Labor & Overhead NET FEE* $313,586.77 12.5% Subconsultant** SURVEYOR IV SURVEYOR II Total Raw Labor Cost Approved Rate 115,590.98$ 171.29% BRIDGE ENGINEER ROADWAY ENGINEER Sr. ROADWAY ENGINEER HYDRAULICS ENGINEER CADD CLERICAL Man Hours Hourly RateLabor Category PROJECT PRINCIPLE PROJECT MANAGER East Parkway, City of Rexburg Project No. A023(330) Key No. 22071 TASK DESCRIPTION TOTAL HOURS Pr o j e c t P r i n c i p l e Pr o j e c t M a n a g e r Sr . B r i d g e En g i n e e r Br i d g e E n g i n e e r Rd w y E n g i n e e r Sr . R d w y En g i n e e r Hy d r a u l i c s En g i n e e r CA D D Cle r i c a l Su r v e y o r V I Su r v e y o r I I I 1.0 Project Administration 163.00 0.00 96.00 27.00 0.00 0.00 0.00 2.00 0.00 38.00 0.00 0.00 Project Initiation 2.00 0.00 2.00 0.00 0.00 Pre-Operation / Kick-Off Meeting 5.00 4.00 1.00 Progress Reports and Invoicing 52.00 22.00 8.00 22.00 Bi-Monthly Project Meetings 27.00 22.00 5.00 Project Coordination 27.00 22.00 5.00 Additonal PM 50.00 24.00 8.00 2.00 16.00 2.0 Project Charter 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Project Charter Preparation 2.1.1. Project Summary 0.00 2.1.2. Environmental Conditions 0.00 2.1.3. Design Standards 0.00 2.1.4. Typical Section 0.00 Alternative Analysis 2.2.1. Design Geometrics 0.00 2.2.2. Alternative Solutions 0.00 2.2.3. Issues and Risks 0.00 Draft Project Charter Submittal 0.00 Final Project Charter 0.00 3.0 Preliminary Roadway Design 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Site Visit 0.00 Geotmetric Design 0.00 Cross Sections 0.00 CAD Model Quanities 0.00 Preliminary Drainage Study 0.00 Roadway Preliminary Design Drawings 0.00 Utilities 0.00 Opinion of Most Probable Cost 0.00 Quality Control Review 0.00 Revise Prelimiary Design Package 0.00 Submit Preliminary Design Package 0.00 Preliminary Design Review Meeting 0.00 Design Study Report 0.00 4.0 Final Design 84.00 2.00 54.00 12.00 0.00 0.00 0.00 0.00 0.00 16.00 0.00 0.00 Incorporate Revision from Preliminary Design 8.00 8.00 Roadway Drawings 6.00 4.00 2.00 Utility Coordination 4.00 4.00 Special Provisions 24.00 12.00 12.00 1.3 1.4 2.1 2.2 1.6 3.1 4.1 2.3 2.4 3.13 3.9 3.10 3.12 3.11 TASK # 1.1 1.2 3.3 1.5 3.2 3.8 3.5 3.6 3.7 3.4 4.4 4.3 4.2 SPPP 2.00 2.00 Opinion of Probable Cost 2.00 2.00 Quantity Calculations 6.00 4.00 2.00 Quality Control 12.00 2.00 8.00 2.00 Submit to LHTAC 4.00 2.00 2.00 Final Design Review Meeting 16.00 8.00 8.00 5.0 Plans, Specification, & Estimate (PS&E)22.00 2.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 Incorporate Revisions from Final Design Review 4.00 4.00 Quality Control 6.00 2.00 4.00 Certify Drawings 6.00 4.00 2.00 Submit PSE Package 6.00 4.00 2.00 6.0 Structural TS&L 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coordination 0.00 East Parkway Brdige TS&L 0.00 6.2.1 Draft TS&L 0.00 6.2.2 Final TS&L Report 0.00 7.0 Situation and Layout 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coordination 0.00 East Parkway Bridge S&L 7.2.1 Draft Situation & Layout 0.00 7.2.2 Final Situation & Layout 0.00 8.0 Final Structure Design 1610.00 30.00 55.00 465.00 360.00 12.00 0.00 0.00 688.00 0.00 0.00 0.00 East Parkway Bridge Final Desgin 8.1.1 Final Structure Plans and Calculations 1004.00 18.00 18.00 362.00 130.00 0.00 0.00 0.00 476.00 0.00 0.00 0.00 Situation & Layout 14.00 1.00 1.00 4.00 8.00 Sheet Index, Quantities, & Vicinity Map 8.00 1.00 1.00 2.00 4.00 Design & General Notes 10.00 1.00 1.00 4.00 4.00 Fondation Investigation (2 sheets) 14.00 1.00 1.00 8.00 4.00 Footing Layout and Pile Notes 34.00 1.00 1.00 8.00 8.00 16.00 Excavation and Backfill Details 30.00 1.00 1.00 8.00 4.00 16.00 Abutment Layout & Details (3 Sheets) 158.00 1.00 1.00 60.00 16.00 80.00 Wingwall Layout & Details 90.00 1.00 1.00 40.00 16.00 32.00 Framing Plan 50.00 1.00 1.00 16.00 8.00 24.00 Girder and Girder Details (3 Sheets) 186.00 1.00 1.00 80.00 24.00 80.00 End Diaphragm Details (2 Sheets) 118.00 1.00 1.00 40.00 16.00 60.00 Temporary Diaphram Details 22.00 1.00 1.00 8.00 4.00 8.00 Deck and Deck Details (3 Sheets) 82.00 1.00 1.00 24.00 16.00 40.00 Approach Slab Details (2 Sheets) 50.00 1.00 1.00 8.00 8.00 32.00 42" Single Slope Concrete Parapet 28.00 1.00 1.00 8.00 2.00 16.00 Utility Details 36.00 1.00 1.00 18.00 16.00 Date Panel 8.00 1.00 1.00 2.00 4.00 Metal Reinforcement (3 Sheets) 66.00 1.00 1.00 24.00 8.00 32.00 8.1.2 Construction Contract Time Determination 16.00 4.00 12.00 8.1.3 Structure Special Provisions 32.00 8.00 24.00 8.1.4 Structure Quantities 28.00 4.00 16.00 8.00 4.10 4.9 4.8 4.6 4.5 5.1 5.2 5.3 4.11 7.2 5.4 7.1 6.2 6.1 8.1 8.1.5 Bridge Construction Cost Estimate 10.00 2.00 8.00 8.1.6 Design Plan and Caclulations QA/QC 40.00 4.00 20.00 16.00 8.1.7 Box Culvert Design 308.00 4.00 10.00 42.00 104.00 8.00 0.00 0.00 140.00 Box Culvert Plan Sheets 247.00 0.00 5.00 18.00 76.00 8.00 0.00 0.00 140.00 Situation & Layout 53.00 1.00 4.00 16.00 8.00 24.00 Sheet Index, Quantities, & Vicinity Map 35.00 1.00 2.00 8.00 24.00 Design & General Notes 35.00 1.00 2.00 8.00 24.00 Foundation Investigation 15.00 1.00 2.00 4.00 8.00 Box Culvert Details (2 Sheets) 109.00 1.00 8.00 40.00 60.00 Construction Contract Time Determination 11.00 1.00 2.00 8.00 Structure Special Provisions 12.00 1.00 1.00 2.00 8.00 Structure Quantities 8.00 1.00 1.00 2.00 4.00 Bridge Construction Cost Estimate 12.00 1.00 1.00 2.00 8.00 Design Plan and Calculations QA/QC 18.00 1.00 1.00 16.00 8.1.8 Retaining Wall Design 172.00 4.00 7.00 27.00 66.00 4.00 0.00 0.00 64.00 Retaining Wall Plan Sheets 130.00 0.00 2.00 12.00 48.00 4.00 0.00 0.00 64.00 Situation & Layout (2 Sheets) 77.00 1.00 8.00 32.00 4.00 32.00 Retaining Wall Details 53.00 1.00 4.00 16.00 32.00 Construction Contract Time Determination 6.00 1.00 1.00 4.00 Structure Special Provisions 12.00 1.00 1.00 2.00 8.00 Structure Quantities 6.00 1.00 1.00 2.00 2.00 Bridge Construction Cost Estimate 8.00 1.00 1.00 2.00 4.00 Design Plan and Calculations QA/QC 10.00 1.00 1.00 8.00 9.0 Structure PS&E Submittal 169.00 3.00 6.00 48.00 30.00 16.00 0.00 0.00 62.00 4.00 0.00 0.00 Bridge PS&E Submittal 63.00 1.00 2.00 16.00 10.00 30.00 4.00 Box Culvert 53.00 1.00 2.00 16.00 10.00 8.00 16.00 Retaining Wall 53.00 1.00 2.00 16.00 10.00 8.00 16.00 10.0 Survey 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Research 0.00 Field Reconnaissance 0.00 Project Monumentation 0.00 Right-of-Way 0.00 Topographic Survey 0.00 10.5.1 Utilities 0.00 10.5.2 Surface Features 0.00 9.1 9.3 9.1 10.1 10.5 10.2 10.3 10.4 10.5.3 Road Survey 0.00 10.5.4 High-Water Elevation 0.00 10.5.5 Hydraulics Survey 0.00 10.5.6 Geotechnical Exploration 0.00 11.0 Materials (Shannon & Wilson)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 See Shannon & Wilson Manhour Estimate 12.0 Environmental Evaluation (Bionomics)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 See Bionomics Manhour Estimate 13.0 Hydraulics 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hydraulic Risk Assesment 0.00 Hydraulic Modeling (River) 0.00 Hydraulic Modeling (Canal) 0.00 Hydraulic Report 0.00 14.0 Permitting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Joint Permit Application 0.00 2048.00 37.00 227.00 552.00 390.00 28.00 0.00 2.00 750.00 62.00 0.00 0.00 TOTAL LABOR HOURS 13.4 14.1 13.3 13.2 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More Blinl ffiJ .Jac�pot San Jacinto Contact 'llmo Gd''.gle' Cree.< Leadore, Downe, Amt'lt1 St An_!hony Socl.�in� Montile!Lt, Part$ Teton \liltc: aell! 'lip,� [ .. Tnayne t.rtpr, •. Ma!aQC1\)• Pr.;s1011 � 7ok! � TtErMnlon L� Map cbita @2023 GoogNt Unrtffl State:a Terms Pri'i'a,cy Send feedback 20 mi._ ___ _. EAST PARKWAY, CITY OF REXBURG PROJECT NO. A023(330) KEY NO. 23330 As a subconsultant, Keller Associates (Keller) will support Forsgren Associates (Prime) for the design of the East Parkway Road and bridge project. Keller will lead the following work tasks: •Roadway design a approximate length of 2,650 feet (7th North to Barney Dairy Road, including the bridge span) •Intersection design at Barney Dairy Road and 7th North •Traffic control •Roadway Drainage •Utility Coordination •SWPPP development •Special provisions •Roadway estimate Keller’s scope of work is as follows: Task 1 – Project Administration 1.Project Set-up: Keller will set-up project files. 2.Scheduling: a.Initial Schedule: Provide input to the Prime for the creation of the initial project schedule b.Schedule Updates: Provide monthly schedule updates of Keller's tasks to the Prime. 3.Progress Reports & Invoices: Keller will prepare monthly progress reports and invoices. 4.Project Coordination: a.Pre-Operation / Kickoff Meeting: Attend an video conference meeting with the City, LHTAC, the Prime and other subconsultants. The meeting is expected to last two hours. Separately attend a site visit with the Owner, LHTAC, and the Prime. b.Bi-Monthly Coordination Meetings: Attend video conference meetings twice a month with the Prime. It is assumed that these meetings will last 30 minutes and will be conducted for 32 months. We anticipate 15 one-hour meetings to be attended. One individuals from Keller’s team will attend. c.Forsgren/Keller Road and Bridge Coordination: Throughout the project, the road and bridge teams will need to meet regularly to coordinate individual design elements. We anticipate 15 one-hour meetings to be attended. Two individuals from Keller’s team will attend. Task 2 – Project Charter Assumptions & Understanding: The Prime will lead the Charter creation and update. Keller will provide the following items for the Charter: 1.Evaluation Phase: a.Design Standards: Keller will determine anticipated design standards using ITD 0757. 2.Development Phase: (To occur simultaneously with Preliminary and Final Design, and PS&E) a.Traffic: i.Existing Traffic Data: Keller will review existing traffic date provided by the City. Evaluate existing traffic for Level of Service and ADT. ii.Traffic Forecast: Keller will develop traffic forecast for years 2018 and 2040, using existing traffic data and the regional population projects. iii.Traffic Report Memorandum: Keller will write 1 page traffic report. iv.Submit: Keller will submit Traffic Report Memorandum to the Prime for submittal to ITD/LHTAC and City in electronic format (PDF) for review. v.Revise: Keller will revise the Traffic Report Memorandum and Traffic Forecast based on comments received. b.Evaluation of Intersections: i.Intersection Concepts: 1.Barney Dairy Intersection: Keller will create two horizontal concepts of the intersection including: a.All-way stop control with turn lanes b.Two way stop control 2.East 7th North: Keller will create two horizontal concepts of the intersection including: a.All-way stop control with turn lanes b.Two way stop control ii.Operational Analysis: Keller will evaluate the two intersection types and create a comparison matrix. A technical memorandum will be created. iii. LHTAC/City Decision Meeting: Keller will present the intersection options to LHTAC and the City for consideration in a video conference call meeting. 3.Implementation Phase: Completed by LHTAC Task 3 – Preliminary Design (Roadway) Assumptions & Understanding: East Parkway Road will be constructed with the existing right-of-way. At its intersection with Barney Dairy Road and E 7th North, the intersections will be evaluated for all-way stop control with left turn lanes. 1.Site Visit: Two individuals from Keller will walk the project site with the topographic survey in hand to observe site features and constraints. Any identified changes needed to the topographic survey mapping will be provided to the Prime. 2.Geometric Design & CAD Modeling: Keller will create a CAD model of the roadway improvements that that show proposed contours, cut/fill, grade breaks, and catch points. a.East Parkway: Keller will establish the alignment and vertical grade of the proposed roadway. b.Barney Dairy Intersection: Keller will model the intersection and curb radii, sidewalks, and pedestrian facilities within 200’ of East Parkway Road. c. E 7th North Intersection: Keller will model the intersection and curb radii, sidewalks, and pedestrian facilities within 200’ of East Parkway Road. d.Driveway Approaches: Keller will model for the affected driveways. Up to seven driveways will be modeled on E 7th North and one driveway on Barney Dairy Road. e.City of Rexburg Ditch: Keller will model the precast culvert and associated cuts and embankments. f.Bridge: Keller will coordinate horizontal and vertical alignment of the new bridge with the Prime. 3.Cross Sections: Keller will create cross sections of the proposed roadway sections and plot the cross sections for review with the City and LHTAC. 4.CAD Model Quantities: Keller will determine the quantities of roadway materials (pavement, base, subbase, granular borrow, etc.) from the CAD Model. 5.Preliminary Drainage Study: Keller will conduct a drainage analysis of the roadway and intersections. It is assumed that roadside swales 6. Roadway Preliminary Design Drawings: The following plan sheets will be created and submitted for the preliminary design: a.Title Sheet. b.Total Ownership Map: Preliminary total ownership maps will be based on the right-of- way survey and county tax assessor’s records. The preliminary total ownership maps will show sufficient dimensional and graphic data to permit ready identification and correlation with the legal description of effected ownerships. The maps will show alignment, property lines (estimated), and planimetric features and topography. c.Typical Sections. d.Roadway Plan and Profile Sheets: The plan and profile drawings will include alignment centerline station, bearings, curve data, grades, cut/fill lines, super elevations, and roadway features (centerline, fogline, edge of pavement, borrow ditch flow line, curb, sidewalk). Anticipated scale is 1 inch = 100 feet. Intersections will be shown at a scale of 1 inch = 40 feet. e.Approach Plan and Profile Sheets: f.Drainage. On the Roadway Plan and Profile Sheets, drainage concept, including anticipated culvert locations and size, will be illustrated, and will include anticipated minor structure locations. g.Signing, Pavement Markings, and delineations. Drawings will be developed showing the signing, pavement markings, and delineation all on the same drawings. Because of the rural nature of the roadway and limited intersections and transitions, these plans will be prepared at a scale of 1 inch = 100 feet – this deviation from standards will be approved by LHTAC. h.Construction Traffic Control Plan. Create an overview of the anticipated construction traffic control. i.City of Rexburg Ditch. Create a situation and layout drawing for the precast culvert (<10’ diameter). Drawing to including plan, profile, and cross-section of the culvert. 7.Utilities Coordination: Keller will conduct utility coordination activities including initial utility contacts, mapping requests, and creation of utility drawings. G-1 and G-2 letters will be sent to the utilities 8.Opinion of Most Probable Cost & Estimator File: Keller will create the opinion of most probable cost based on perception of current conditions at the project location. Three comparison projects will be used and documented for the creation of the opinion. 9.Quality Control Review: Keller will conduct quality control activity for each deliverable. 10.Revise Preliminary Design Package: Based on the quality control activities, Keller will revise the drawings, reports, and cost estimate. 11.Submit Preliminary Design Package: Keller will coordinate and submit the roadway preliminary design package to the Prime. 12.Preliminary Design Review Meeting: Keller will attend a preliminary design review meeting with the City and LHTAC via teleconference. Design Study Report 1.Project Narrative: Keller will provide the roadway narrative to the Prime. Task 4 – Final Design (Roadway) 1.Incorporate Revisions from Preliminary Design Review: Keller will update the plans as identified in the Preliminary Design Review. Revise the roadway model and update cross-sections. 2.Roadway Drawings: Keller will advance the development of the plans. Update or create and complete the following drawings: SHEET TYPE NUMBER OF SHEETS General Sheets (Cover, Std drawings, Project Clearance Summary) 3 Summary Sheets (Roadway, Sewer, Culvert) 3 Typical Sections 2 Total Ownership Map 3 E Parkway Plan & Profile (40 scale) 5 Barney Dairy Rd Plan & Profile 1 E 7th North Plan & Profile (40 scale) 1 Situation and Layout for City of Rexburg Ditch 1 Headwall Plans & Details 1 Drainage Plans 7 Utility Plans 7 Signage & Pavement Markings 7 Sign Details 2 Traffic Control Plans 2 ESC Plans 7 ESTIMATED TOTAL SHEET COUNT = 52 3.Utility Coordination: Keller will notify affected utility owners (G-3 letter) and coordinate utility relocations. Keller will request utility waivers. 4.Write Special Provisions: Keller will create the Special Provisions for the project. 5.Draft Stormwater Pollution Prevention Plan: Keller will write draft of stormwater pollution prevention plan that will be finalized by the contractor during construction. 6.Opinion of Most Probable Cost & Estimator File: Keller will update the opinion of most probable cost based on perception of current conditions at the project location. Three comparison projects will be used and documented for the creation of the opinion. The opinion will be enter into the Estimator software. 7.Quantity Calculations: Keller will document how each roadway bid item was quantified. Provide calculations for area and volume quantities. 8.Contract Time Determination: Keller will create construction contract time determination for the roadway elements. 9.Quality Control: a.QC Plan & Special Provisions Review: Keller will conduct independent internal quality control review plans and special provisions. Complete Quality Control Checklist; checklist to be signed by each independent reviewer and QC Manager. b.QC Quantity and Model Review: Keller will conduct independent internal quality control review of CAD model and quantities, roadway summary sheet, and bid items and quantity call-outs. Complete Quality Control Checklist; checklist to be signed by each independent reviewer and QC Manager. c.Revise Deliverables: Keller will revise deliverable based on QC Reviews. 10.Submit to LHTAC: Keller will assemble the roadway deliverable package and submit to the Prime for review. Anticipated deliverables are as follows: a.Quality Control Review Checklists b.Final Design Checklist c.Drawings d.Special Provisions e.Draft Stormwater Pollution Prevention Plan f.Opinion of Most Probable Cost & Estimator File g.Contract Time Determination for Roadway h.Structural Calculations for Culvert Headwalls i.Roadway Cross Sections j.Quantity Calculation Documentation 11.Final Design Review Meeting: Two people from Keller will attend the Final Design Review meeting via teleconference. Task 5 – PS&E 1.Incorporate Revisions from Final Design Review: Keller will update the Final Design Documents as identified in the Final Design Review. 2.Quality Control: a.QC Review of PS&E Changes: Keller will conduct independent internal QC of PS&E documents. Keller will complete QC Checklist; checklist to be signed by each independent reviewer and QC Manager. b.Revise Deliverables: Keller will revise deliverable based on QC Review. 3.Certify Drawing: Keller will certify each drawing and assemble drawings into one package. 4.Resident Engineer’s File: Keller will assemble and transmit information for the Resident Engineer File including field information and surveys, quantity calculations, special correspondence affecting construction, phone numbers of contact persons, permits, and other pertinent construction information. 5.Submit PS&E Package: Keller will assemble the PS&E package and submit to the Prime. Anticipated deliverables are as follows: a.Quality Control Review Checklists b.PS&E Checklist c.Drawings d.Special Provisions e.Draft Stormwater Pollution Prevention Plan f.Opinion of Most Probable Cost & Estimator File g.Contract Time Determination h.Resident Engineer’s File Task 12 – Public Involvement Assumptions & Understanding: Project assumes a Public Hearing. 1.Public Information Meeting Materials: Keller will create/assemble roll plot of the project roadway and intersections. 2.Public Information Meeting: Two individuals from Keller will attend the public information meeting. 3.Comment Responses: Keller will review the received comments and provide responses to the Prime. *As per the "FEDERAL PER DIEM RATES FOR IDAHO" **See attached Subconsultant's Summary Keller A. SUMMARY ESTIMATED MAN-HOUR COSTS Raw Labor Cost 27.00 @ 64.90$ =1,752.30$ 82.25 @ 70.67$ =5,812.61$ 140.25 @ 58.05$ =8,141.51$ 244.00 @ 40.56$ =9,896.64$ 376.50 @ 41.20$ =15,511.80$ 24.00 @ 31.50$ =756.00$ TOTAL RAW LABOR COST =41,870.86$ B. PAYROLL, FRINGE BENEFIT COSTS & OVERHEAD X =71,708.03$ C. NET FEE X =14,197.36$ D. SUBCONSULTANTS E. FCCM X =71.18$ G. OUT-OF-POCKET EXPENSE SUMMARY Estimated Unit Cost Expense MILES @ 0.625$ =-$ MILEAGE*** Trip from Idaho Falls MILES @ 0.625$ =-$ Days @ 59.00$ =-$ Nights @ 98.00$ =-$ Field Supplies LS @-$ = -$ 2024 Escalation = 33%*(Labor + Overhead) * X/Y * PCT =-$ Escalation Duration, X 12 months Contract Duration, Y 12 months 2nd Year Percentage, PCT 6% (Raises occuring in January 2024) 2025 Escalation = 33%*(Labor + Overhead) * X/Y * PCT =-$ Escalation Duration, X 8 months Contract Duration, Y 8 months 3rd Year Percentage, PCT 9% (Raises occuring in January 2025) =-$ *Negotiated % Fee ***As per the "FEDERAL PER DIEM RATES FOR IDAHO" kELLER TOTAL = 0 TOTAL ESTIMATED EXPENSE $127,847.43 MILEAGE*** Trip from Boise 0 0 M&IE 0 Lodging 0 Total Raw Labor FCCM $41,870.86 0.17% Expense Category Estimated Amount 41,870.86$ 171.26% Total Raw Labor & Overhead NET FEE* $113,578.89 12.5% CLERICAL Total Raw Labor Cost Approved Rate SR. ROADWAY ENGINEER ROADWAY ENGINEER CADD Man Hours Hourly RateLabor Category PROJECT PRINCIPLE PROJECT MANAGER East Parkway, City of Rexburg Project No. A023(330) Key No. 22071 TASK DESCRIPTION TOTAL HOURS Pr o j e c t P r i n c i p l e Pr o j e c t M a n a g e r Sr . R d w y En g i n e e r Rd w y E n g i n e e r CA D D Cl e r i c a l 1.0 Project Administration 49.00 0.00 26.00 5.00 0.00 0.00 18.00 Project Initiation 0.00 Scheduling 5.00 5.00 Progress Reports and Invoicing 24.00 6.00 18.00 Project Coordination 1.4.1 Pre-Operation / Kick-Off Meeting 4.00 4.00 1.4.2 Bi-Monthly Project Meetings 6.00 6.00 1.4.3 Road and Bridge Coordination 10.00 5.00 5.00 2.0 Project Charter 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Evaluation Phase 0.00 Development Phase 2.2.1. Traffic 0.00 2.2.2 Evaluation of Intersections 0.00 Implementation Phase 0.00 3.0 Preliminary Roadway Design 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Site Visit 0.00 Geotmetric Design & CAD Modeling 0.00 Cross Sections 0.00 CAD Model Quanities 0.00 Preliminary Drainage Study 0.00 Roadway Preliminary Design Drawings 0.00 2.2 TASK # 1.1 1.2 1.3 1.4 2.1 2.3 3.1 3.2 3.3 3.4 3.5 3.6 Utilities Coordination 0.00 Opinion of Most Probable Cost 0.00 Quality Control Review 0.00 Revise Prelimiary Design Package 0.00 Submit Preliminary Design Package 0.00 Preliminary Design Review Meeting 0.00 3.13 Design Study Report 0.00 4.0 Final Design 710.00 13.50 43.25 105.25 213.00 331.00 4.00 Incorporate Revision from Preliminary Design 30.00 2.00 4.00 8.00 16.00 Roadway Drawings 437.50 13.50 38.00 114.00 272.00 Utility Coordination 12.00 4.00 4.00 4.00 Write Special Provisions 32.00 8.00 24.00 Draft SPPP 20.00 4.00 16.00 Opinion of Most Probable Cost & Estimator File 18.00 2.00 4.00 8.00 4.00 Quantity Calculations 8.00 4.00 4.00 Control Time Determination 6.00 2.00 4.00 Quality Control 133.50 13.50 8.75 25.25 55.00 31.00 Submit to LHTAC 5.00 1.00 4.00 Final Design Review Meeting 8.00 4.00 4.00 5.0 Plans, Specification, & Estimate (PS&E)135.00 13.50 13.00 30.00 31.00 45.50 2.00 Incorporate Revisions from Final Design Review 75.50 8.00 13.50 13.50 40.50 Quality Control 40.50 13.50 13.50 13.50 Certify Drawings 8.00 2.00 2.00 4.00 Resident Engineer's File 8.00 2.00 1.00 2.00 1.00 2.00 Submit PSE Package 3.00 1.00 2.00 12.0 Environmental Evaluation (Bionomics)0.00 0.00 0.00 0.00 0.00 0.00 0.00 Public Information Meeting Materials 0.00 Public Information Meeting 0.00 Comment Reponses 0.00 894.00 27.00 82.25 140.25 244.00 376.50 24.00 TOTAL LABOR HOURS 4.90 5.4 12.1 12.2 12.3 5.1 5.2 5.3 5.5 4.5 4.7 4.8 4.10 4.11 4.1 4.2 4.3 4.4 4.6 3.12 3.7 3.8 3.9 3.10 3.11 11/7/22, 6:06 PM Keller Associates Inc to Barney Dairy Rd, Rexburg, ID 83440 -Google Maps Go gle Maps Keller Associates Inc, 3153 McNeil Dr, Idaho Falls, ID Drive 31.3 miles, 39 min83402 to Barney Dairy Rd, Idaho 83440 ® Mudlake Terreton One-Way Mileage Management Ari'a Rooerts® Menan Lewisville Bassett Woodville via US-20 E Best route now due to traffic conditions via 1-15 N and US-20 E 39min 31.3 miles 39min 33.9 miles � via Yellowstone Ave and US-20 45 min E 31.6 miles Explore Barney Dairy Rd Restaurants Hotels Gas stations Parking Lots More Barlow Grant M:lo @ Teton @) Newdale@ SuoarCity Mock!ey H1bba1d �Barney Dairy Road "-' Lyman @) Walker Jensen Archer @) rle1se , .. Popla1 (;;) _ ... Go gle Map data ©2022 Google 2 mi ---- https://www.google.com/maps/dir/Keller+Associates+I nc, +McNeil+Drive, +ldaho+Falls, +I D/Barney+Dairy+Rd, +Rexburg, +I 0+83440/@43.6503371,-112... 1 /2 11/7/22, 6:05 PM Keller Associates, Inc to Barney Dairy Rd, Rexburg, ID 83440 -Google Maps Go gle Maps Keller Associates, Inc, 100 E Bower St Suite 110, Drive 317 miles, 4 hr 30 min Meridian, ID 83642 to Barney Dairy Rd, Idaho 83440 One-Way Mileage New Meadows Tam'ara;11.Mc,Call Spray Mooi:nent f!ji I Co':ic11 Do�elly Kimberly Sheldon National Antelope Refuge Pra1rieC11y MtV�non0JohnD;y Narrows New �nceton BlackRock Qumr1R,ver cro�sinc;i via 1-84 E uruty "(ID @) MtD�tt Rebel Creek Dm�ee ! Carnt>rkloe• {El Wea!�t'!b)' Weiser W!llowcreek fli "(p) Ont,:mo Keller Associates, Inc @) Morrey Nelson SnakeR,ver Blfds of Prey National Jordal),\falley Ore'ana Grand View O�e 2�ftR��ta� W1ld�orse • Paridise Va�ley @) Jart>i<!Qe Fastest route now due to traffic conditions 4 hr30 min 317 miles via US-20 E and ID-33 E 4 hr36 min 285 miles Explore Barney Dairy Rd Restaurants Hotels Gas stations Parking Lots More Ja�t sanJatilto Pe<j.UOP @ �4hr30min 317mdtt ,,,. _ _,,-"""-""--=clf!>• Bameyoairy Road Lava Hot McCammori• Spr�nos Map data ©2022 Google sooa�nos Garden City Drl�s :.Jac�soo Alp1fli' n Siar Va �Y Rai;:cll Th3yne FortBridg,er. �Lymar Mou"ntain 20mi _____ _. https://www.google.com/maps/dir/Keller+Associates, +Inc, +1OO+E+Bower+St+Suite+110, +Meridian, +I D+83642/Barney+Dairy+Rd, +Rexburg, +I D+8344... 1 /1 File No.109461 23330 Transmittal 3 A.DIRECT LABOR (day time) Hours Rate Labor Cost 1 Principal 8 @ $87.06 =$696.48 2 Project Manager 6 @ $66.05 =$396.30 3 QC 14.5 @ $81.17 =$1,176.97 4 Engineer 71.5 @ $62.22 =$4,448.73 5 Geologist 0 @ $41.35 =$0.00 6 CADD 9 @ $33.47 =$301.23 7 Tech 73 @ $27.61 =$2,015.53 8 Admin 2 @ $33.02 =$66.04 9 0 @ $0.00 =$0.00 .184 =$9,101.28 B.DIRECT LABOR (night time with 10% surcharge) Hours Rate Labor Cost 1 Principal 0 @ $95.77 =$0.00 2 Project Manager 0 @ $72.66 =$0.00 3 QC 0 @ $89.29 =$0.00 4 Engineer 0 @ $68.44 =$0.00 5 Geologist 0 @ $45.49 =$0.00 6 CADD 0 @ $36.82 =$0.00 7 Tech 0 @ $30.37 =$0.00 8 Admin 0 @ $36.32 =$0.00 9 0 @ $0.00 =$0.00 0 =$0.00 C.OVERHEAD COST X 1.8743 =$17,058.52 D.NET FEE X 0.12 =$3,139.18 E.DIRECT EXPENSE SUMMARY Escalation: Anticipated Agreement date: 3.0 (months) 0.0 (months) Period (years)Annual Escalation X X 4.00%=$0.00 Facilities Capital Cost of Money (FCCM):0.47%X $9,101.28 =$42.78 Field Directs:$13,928.18 Lab Directs:$3,599.00 Subconsultants: 1 None $0.00 2 None $0.00 NOT-TO-EXCEED AMOUNT =$46,868.92 Cost Summary Feb 6, 2026 187.43%$9,101.28 East Parkway - Supplemental $26,159.79 12.0% SUBTOTAL DIRECT LABOR SUBTOTAL DIRECT LABOR Total Direct Labor Cost $26,159.79 Total Raw Labor & Overhead Escalation Period: March 1, 2026 0 Net Fee Overhead Multiple Total Labor & Overhead Contract Duration: CONFIDENTIAL 109461 Transmittal 3 Cat. Adj.Cat. Adj.Cat. Adj.Cat. Adj.Cat. Adj.Cat. Adj.Cat. Adj.Cat. Adj.Cat. Adj.Time Rate Time Rate Time Rate Time Rate Time Rate Time Rate Time Rate Time Rate Time Rate Stanley G. Crawforth $87.06 100%$87.06 Chuck E. Burgert $85.81 50%$42.91 20%$17.16 William A. Capaul $82.68 Tri Buu $76.53 50%$38.27 20%$15.31 Jeff Drager $72.45 Mike Santi $71.43 Rob Lawrence $71.02 Ryan G. VanLeuven $66.05 100%$66.05 20%$13.21 Justin S. Stoffel $57.68 Austin Madsen $41.35 40%$16.54 100%$41.35 Kelli Browning $35.88 Franklin Caceres $33.47 100%$33.47 Kiley Sheehan $31.98 Stan Boyle $107.10 Greg Fischer $120.11 Matthew Grizzell $75.82 Travis Thomsen $51.44 Mart E. Earl $40.34 Aliona Chernish $25.45 Symon Ybarra $31.00 50%$15.50 Paul Clawges $40.61 Ethan Stoker $24.21 50%$12.11 Ethan Hoefer $23.81 Chris Foss $28.78 Marcos Medina $33.02 100%$33.02Kasey Montoto $31.74 $87.06 $66.05 $81.17 $62.22 $41.35 $33.47 $27.61 $33.02 $0.00 East Parkway - Supplemental CPFF Staffing Plan and Labor Rates Weighted Hourly Rate Feb 6, 2026 Engineer Geologist CADD Tech AdminName Cert. Direct Rate Principal Project Manager QC File No. File No.109461 Transmittal 3 Deliverable/Activity Principal Project Manager QC Engineer Geologist CADD Tech Admin TOTAL 100 ADMINISTRATION 0.0 2.0 0.0 0.0 0.0 0.0 0.0 2.0 0.0 4.0 3 month level-of-effort Prepare agreements, project start-up, ITD forms, invoicing, 1 2 3.0Remain available to answer questions.1 1.0 500 GEOTECHNICAL STUDY 8.0 4.0 14.5 71.5 0.0 9.0 73.0 0.0 0.0 180.0 500.1 Reconnaissance & Advance Preparations 4.0 2.0 0.0 3.0 0.0 0.0 4.0 0.0 0.0 13.0 Initial site visit with invitation to Forsgren, including (1) Review site access and site safety, (2) Note general conditions for field investigation planning, (3) Photograph and document general site conditions, (4) Paint/stake boring locations, (5) Conduct property owner coordination. (from Idaho Falls)4 4.0Prepare project-specific field investigation instructions for Shannon & Wilson field personnel. Review the plan with Shannon & Wilson field staff and provide a courtesy copy of the plan to the project team. The plan will include: (1) Safety and emergency information, (2) Field coordination including boring location plan, (3.) Schedule of field activities. (4) Required observations, (5) Logging instructions, (6) Testing locations and test intervals, (7) Test procedures and testing details, (8) Subcontractor contact information, and (9) Utilities clearances matters. 1 1.0 Prepare the Cultural Resource Investigation Request (ITD from 1500) and coordinate environmental clearance for exploration activities. 1 1.0Coordinate property access.1 1.0Coordinate with DIGLINE to clear excavation locations. 1 1.0 Prepare to mobilize to the field (schedule equipment, perform equipment data collection calibrations, acquire supplies, etc.) and provide a kick-off briefing for field engineers and technicians.1 4 5.0 500.2 Subsurface Investigation 0.0 0.0 0.0 34.0 0.0 0.0 68.0 0.0 0.0 102.0 Advance (1) boring to ~40', (2) borings to ~20', (2) borings to ~15', including travel (S&W driller, helper and logger)34 68 102.0 500.3 Laboratory Testing 0.0 0.0 0.0 1.5 0.0 0.0 1.0 0.0 0.0 2.5 Unload samples, complete custody log-in, and store.0.5 0.5Review samples and prepare/coordinate testing instructions. Review test reports.0.5 0.5 Feb 6, 2026 Work Break-Down and Day Labor Hours East Parkway - Supplemental File No.109461 Transmittal 3 Deliverable/Activity Principal Project Manager QC Engineer Geologist CADD Tech Admin TOTAL Feb 6, 2026 Work Break-Down and Day Labor Hours East Parkway - Supplemental Obtain and organize photographs of rock core boxes. 0.5 0.5At project closure, dispose of samples at a public landfill.1 1.0 500.4 Data Development & Analyses 0.0 0.0 3.5 11.0 0.0 5.0 0.0 0.0 0.0 19.5 Reduce laboratory data for settlement and capacity analyses.1 1.0Prepare structure report-ready logs.2 5 7.0 Prepare a subsurface design profile 1 1.0Update FIP with subsurface information obtained from 5 5.0Estimate settlement for shallow footings.0.5 1 1.5For shallow foundations, evaluate nominal and service capacities and prepare capacity plots.0.5 1 1.5Recommend lateral earth pressure design parameters for rigid concrete wing walls 0.5 1 1.5Compile construction considerations.1 1.0 500.5 Reporting 4.0 2.0 11.0 22.0 0.0 4.0 0.0 0.0 0.0 43.0 Geological Reconnaissance Report Prepare appendices.1 2 4 7.0Geological Engineering Report update 2 10 20 32.0 S&W internal review; Address comments.4 4.0 TOTAL (all tasks)8.0 6.0 14.5 71.5 0.0 9.0 73.0 2.0 0.0 184.0 for Quotations East Parkway - Supplemental CONFIDENTIAL File No.109461 Transmittal 3 Billing Code Method Item Quantity Unit Cost Extended Cost Laboratory Classification 71-L90 ASTM D2488 Baggie - ASTM Visual-Manual Classification EA 13.00 71-L91 ASTM D2488 Tube - ASTM Visual-Manual Classification EA 13.00 71-L93 ASTM D2488 50# sack - ASTM Visual-Manual Classification EA 13.00 71-L95 AASHTO M 145 AASHTO Soil Clssification EA 11.00 71-L100 ASTM D2216 Water Content 5 EA 26.00 130.00 71-L105 ASTM D2937 Water Content/Dry Unit Weight of ring sample EA 105.00 71-L106 ASTM D2937 Water Content/Dry Unit Weight of shelby tube sample (incl. tube cutting)EA 105.00 71-L110 ASTM D2974 Organic Content EA 160.00 Atterberg Limits/Plasticity 71-L120 ASTM D4318 3 pt LL, 1 pt PL (Atterberg Limits)5 EA 140.00 700.00 71-L130 ASTM D4943 Shinkage Limits (includes Atterberg)EA 210.00 71-L135 ASTM D854 Specific Gravity of Soil EA 210.00 Particle-Size Analysis 71-L140 ASTM D1140 No. 200 Wash EA 85.00 71-L145 ASTM C136 Full Gradation with Wash (large sample, minus #4 split)EA 160.00 71-L150 ASTM C136 Full Gradation with Wash (small sample)5 EA 160.00 800.00 71-L155 ASTM D422 Hydrometer to 0.002 mm (includes gradation) EA 240.00 71-L160 ASTM D2419 Sand Equivalent EA 70.00 71-L165 ASTM D4647 Pinhole Dispersion for dispersive soils EA 270.00 71-L280 ASTM D698 Standard Proctor Curve EA 240.00 71-L285 ASTM D1557 Modified Proctor Curve EA 260.00 71-L287 COE EM, App XII Relative Density - Max & Min (0.5 cf mold)EA 360.00 71-L288 N.A.Harvard Miniature Compaction EA 210.00 Vane Shear 71-L170 ASTM D4648 Laboratory Vane Shear EA 80.00 71-L175 N.A.Torvane EA 42.00 71-L176 N.A.Pocket Penetrometer EA 26.00 71-L180 N.A. REMAC - Unconfined Compression of Soil (Undisturbed)EA 80.00 71-L181 ASTM D 2166, D2938 Unconfined Compression of Soil (undisturbed)EA 190.0071-L182 ASTM D 2166, D2938 Unconfined Compression of Soil (remolded)EA 230.00 Direct Shear 71-L183 ASTM D3080, AASHTO T 236 Consolidated-Drained (Remolded) (per point)EA 250.00 71-L184 ASTM D3080, AASHTO T 236 Consolidated-Drained (Undistrubed) (per point)EA 235.00 71-L185 ASTM D3080, AASHTO T 236 Consolidated-Drained (Undistrubed) (3-points)1 EA 680.00 680.00 71-L186 ASTM D3080, AASHTO T 236 Consolidated-Drained (Remolded) (3-points)EA 750.00 71-L187 ASTM D3080, AASHTO T 236 Residual Strength Determination - ADD EA 370.00 Triaxial Compression 0.00 71-L195 ASTM D2850 Unconsolidated Undrained (1 point single specimen)EA 550.00 71-L196 ASTM D2850 Unconsolidated Undrained (3-point envelope using 3 soil specimens)EA 1500.00 71-L197 ASTM D2850 (guide)Unconsolidated Undrained (3-point envelope using multi-stage techniques)EA 1200.00 East Parkway - Supplemental SOIL CLASSIFICATION AND INDEX TESTS MOISTURE-DENSITY RELATIONS SOIL STRENGTH AND DEFORMATION Feb 6, 2026 2026 Laboratory Testing Schedule - Confidential CONFIDENTIAL File No.109461 Transmittal 3 Billing Code Method Item Quantity Unit Cost Extended Cost East Parkway - Supplemental Feb 6, 2026 2026 Laboratory Testing Schedule - Confidential 71-L200 ASTM D4767 Consolidated Undrained (1 point single specimen)EA 770.00 71-L201 ASTM D4767 Consolidated Undrained (3-point envelope using 3 soil specimens)EA 2200.00 71-L202 ASTM D4767 Consolidated Undrained (3-point envelope using multi-stage techniques)EA 1500.00 71-L210 ASTM D4767 Consolidated Drained (1 point single specimen)EA 770.00 71-L211 ASTM D4767 Consolidated Drained (3-point envelope using 3 soil specimens)EA 2200.00 71-L215 ASTM D4768 Consolidated Drained (3-point envelope using multi-stage techniques)EA 1500.00 71-L218 COE EM App XA Cyclic (1 specimen)EA 990.00 Subgrade Resistance 71-L220 ASTM D1883, AASHTO T 193 CBR - Undisturbed (Per point)EA 475.00 71-L225 ASTM D1883, AASHTO T 193 CBR - Remolded (per point)EA 525.00 71-L226 ASTM D1883, AASHTO T 193 CBR - Remolded, per point/ Including Proctor EA 750.00 71-L227 ASTM D1883, AASHTO T 193 CBR - Remolded (3 point envelope)EA 1150.00 71-L230 ASTM D2844 R-Value EA 625.00 71-L235 Idaho T 74 Spring Loaded Compactor Method EA 750.00 71-L238 AASHTO T 307 Resilient modulus (tube sample)EA 2000.0071-L239 AASHTO T307 Resilient modulus (remolded from bulk sample)EA 2400.00 71-L240 ASTM D2345 1-D consolidation without time rates (load andunload)1 EA 575.00 575.00 71-L241 ASTM D2435 1-D Consolidation with time rates; up to 10 load and 4 unload increments EA 750.00 71-L245 ASTM D2435 Supplemental Unload-Reload Cycles EA 63.00 71-L255 ASTM D4546 1-D Swell or Settlement Potential of Cohesive Soils EA 475.00 71-L260 Constant Strain (measuring swell pressure)EA 475.00 71-L265 ASTM D5333 Collapse Potential EA 475.00 71-L270 ASTM D5084 Flexwall Permeability, Undisturbed EA 625.00 71-L275 ASTM D5084 Flexwall Permeability, Remolded EA 700.00 71-L271 ASTM D5084 Flexwall Permeability, Additional Saturation Time (up to 1 week)EA 130.00 71-L277 ASTM D2434 Permeability of granular soils using 4" Constant Head Permeameter EA 210.00 71-L278 ASTM D2433 Permeability of granular soils using 10" Constant Head Permeameter EA 375.00 71-L430 ASTM D5856 Hydraulic Conductivity of Porous Material Using a Rigid-Wall Compaction Mold EA 525.00 71-L290 ASTM D6439 Resistivity EA 170.00 71-L295 EPA 300.0 Chlorides (soil elutriate)EA 70.00 71-L300 EPA 300.0 Sulfates (soil elutriate)EA 70.00 71-L301 ASTM D4972 pH EA 65.00 71-L302 EPA 209-B Total Dissolved Solids EA 54.00 71-L303 Thermal Resisitivity EA 0.00 on request 71-L304 EPA 6010B Total Metals in Soil (Pb, As, Cd, Zn)EA 0.00 on request 71-L420 Hassanein, Benson, Wang, Blotz, Clawges, & Thomsen Method Electrical Conductivity of Soil EA 80.00 VOLUME CHANGE HYDRAULIC CONDUCTIVITY / PERMEABILITY CORROSION ASPHALT CONCRETE TESTS CONFIDENTIAL File No.109461 Transmittal 3 Billing Code Method Item Quantity Unit Cost Extended Cost East Parkway - Supplemental Feb 6, 2026 2026 Laboratory Testing Schedule - Confidential 71-L306 AASHTO T-166 Unit Weight of Core EA 95.00 71-L308 Asphalt Content and Aggregate Gradation - NCAT EA 315.00 71-L310 Compressive Strength of Concrete (2" diameter x4" height molds)EA 65.0071-L317 AC Core Volumetrics (for AASHTO ME design)EA 90.00 71-L318 AASHTO T 209 Rice Specific Gravity from AC Cores EA 260.00 71-L311 WAQTC TM-1 Fracture Face EA 70.00 71-L312 Mcleod Mix Design EA 280.00 71-L314 TM-225 Wood Particles EA 80.00 71-L315 ASTM C40 Injurious Organic Matter EA 85.00 71-L320 ASTM C127 Absorption and Specific Gravity, Gravel EA 95.00 71-L325 ASTM C128 Absorption and Specific Gravity, Sand EA 115.00 71-L330 ASTM C29 Unit Weight EA 105.00 71-L335 ASTM C131 LA Rattler (500 Rev)EA 210.00 71-L340 ASTM C535 LA Rattler (1000 Rev)EA 220.00 71-L345 ASTM C88 Sodium Sulfate Soundness EA 390.00 71-L350 Idaho T-13 Mortar Making Properties of Sand EA 525.00 71-L355 ITD T-72 Cleanliness Value EA 120.00 71-L360 CE-119, CE-120 Flat and Elongated Particles EA 85.00 71-L365 ASTM C142 Clay Lumps and Friable Particles EA 120.00 71-L370 ASTM C123 Lightweight Pieces in Aggregate EA 250.00 71-L380 ITD T-15 Idaho Degradation EA 500.00 71-L381 ITD T116 Disintegration of Quarry Aggregates EA 130.00 71-L382 AASHTO T 182 Coating and Stripping Evaluation EA 140.00 71-L383 AASHTO T 303 Alkali - Silica Reaction EA 900.00 71-L383.1 AASHTO T 380 Alkali - Silica Reaction (56-Day)EA 1900.00 71-L383.2 ASTM C1293 Alkali - Silica Reaction (Year Long)EA 3500.00 71-L384 AASHTO T 210 Durability Index of Coarse Aggregates EA 165.00 71-L385 ITD T-60 Mix Design of Cover Coat Material EA 185.00 71-L392 AASHTO T 303 Alkali - Silica Reaction Additional Bar Set EA 290.00 71-L392.1 AASHTO T 380 Set EA 290.00 71-L309 ASTM D4373 Carbonate Content (calcite equivalent)EA 80.00 71-L400 Uncompacted Voids EA 105.00 71-L401 Fine Aggregate Angularity EA 115.00 71-L600 ASTM D7012 Method C Compression Strength of Intact Core Specimens (including core cutting and polishing)2 EA 275.00 550.00 71-L610 Cutting core EA 47.00 71-L620 Point Load Index 160.00 Petrography 0.00 71-L695 Full EA 0.00 on request 71-L696 Brief EA 0.00 on request 71-L700 ASTM D638 Shear and Peal HDPE liner (set of 3+3)EA 0.00 on request 71-L305 ASTM D1633 Cement Treated (New) Base Study (includes 3 cement contents, 3 proctors, freeze/thaw & wet/dry cycles and compressive strength testing)EA 3400.00 71-L307 ASTM D1633 Soil Cement Subgrade Study (includes 3 cementcontents, 3 proctors and compressive strength testing)EA 1850.00 ROCK TESTING GEOSYNTHETIC TESTS SPECIAL STUDIES AGGREGATE TESTING CONFIDENTIAL File No.109461 Transmittal 3 Billing Code Method Item Quantity Unit Cost Extended Cost East Parkway - Supplemental Feb 6, 2026 2026 Laboratory Testing Schedule - Confidential 71-L313 ASTM D1633 Full Depth Reclamation and Cement Treated Base Study (includes 3 cement contents, 3 proctors, freeze/thaw & wet/dry cycles and compressive strength testing)EA 4200.00 71-L316 ASTM C136 Hydraulic Scour Study - full gradation to 3 and merge field scanline survey data to prepare a combined particle-size distribution plot up to 3' dia. and incl S.G.EA 850.00 71-L391 Special Handling and or Extraction EA 85.00 Mr Transport Tubes and Caps (disposable)EA 95.00 71-L392 Shipping LS 0.00 Variable 71-L386 Trimming EA 75.00 71-L387 Remolding EA 75.00 71-L388 Tube Cutting EA 21.00 71-L389 Core Photo (AC cores or core boxes)2 EA 42.00 84.00 71-L390 Sample Management EA 105.00 71-L398 Lab Crushing EA 80.00 71-L900 Project Sample Storage - Storage Unit Space (Pre-bill for time beginning when project testing is completed)EA 16.00 71-L901 Soil sample Login/Handling (per bucket, bag, tube, box)EA 1.00 71-L908 Long Term Soil Sample Storage per year (per 10 buckets)EA 250.00 71-L902 Sample Disposal in Hidden Hollow Landfill 1 EA 80.00 80.00 TOTAL LABORATORY DIRECTS $3,599.00 Change of tests and test quantities: Engineer will specify testing requirements based on discovery of data needs. Tests and quantities of tests estimated herein may likely change to accommodate discovered project requirements. Sample Storage Policy: Samples will be disposed of unless other arrangments are specified in the scope of services. Post Testing Delivery: Pricing assumes pick-up of samples by Owner unless other arrangements are specified in the scope of services. OTHER SERVICES Pricing Updates: Laboratory pricing is updated at least annually, as appropriately determined by Shannon & Wilson. Laboratory tests will be billed at current standard rates, which may be different than the unit prices listed herein. Expedited fees may apply when scope of service indicates an expedited or compressed schedule. File No.109461 Transmittal 3 Project Coordination and Administration Lodging (FY24 per diem + estimated 18% taxes and fees)Night M&IE Day Rental Car (Including insur & taxes)Day Gasoline for Rental Car Day Light Duty Vehicles - Mileage Mile Heavy Duty Vehicle - Mileage Mile Towing Surcharge - Mileage Mile Subtotal $0.00 Site Reconnaissance Lodging (FY21 per diem + estimated 18% taxes and fees)Night M&IE Day Rental Car (Including insur & taxes)Days Gasoline for Rental Car Day Light Duty Vehicles - Mileage 75 Mile 0.725 $54.38 Heavy Duty Vehicle - Mileage Mile Towing Surcharge - Mileage Mile Subtotal $54.38Subsurface Explorations Lodging (FY21 per diem + estimated 18% taxes and fees)6 Night 129.80 $778.80 M&IE 9 Day 68.00 $612.00 Rental Car (Including insur & taxes)Day Gasoline for Rental Car Day Light Duty Vehicles - Mileage Mile Heavy Duty Vehicle - Mileage 800 Mile 0.885 $708.00 Towing Surcharge - Mileage 800 Mile 0.350 $280.00 Heavy Duty Vehicle - Mileage Mile Towing Surcharge - Mileage Mile Heavy Duty Vehicle - Mileage Mile Towing Surcharge - Mileage Mile Drilling & Field Testing by Shannon & Wilson (See estimate)1 LS 11,495.00 $11,495.00 Subtotal $13,873.80 Subcontractor Services Drilling LS Excavation LS Traffic Control LS Snow Removal LS Brush and Tree Cutting LS LS Subtotal $0.00 TOTAL FIELD DIRECTS $13,928.18 Pricing Updates: Pricing is updated at least annually, as appropriately determined by Shannon & Williams. Services and supplies will be billed at current standard rates, which may be different than the unit prices listed. Expedited fees may apply. Extended Cost Unit CostUnitQuantity Note: Subcontractors may be changed for the convenience of Shannon & Wilson in executing the project objectives. Actual field expenses often differ from the estimated costs. Description East Parkway - Supplemental 2026 Field Directs Feb 6, 2026 Page 1 of 1 File No.109461 Transmittal 3 71-F1000 Light Duty Vehicle Mile 0.725 71-F1008 Heavy Duty Vehicle Mile 0.885 71-F1010 Towing Surcharge Mile 0.3571-F1020 Stationary Vehicle Use (Generator)Hour 22.50 71-F1025 Support Vehicle w/ Amber Lights Day 233.50Subtotal $0.00 FIELD TESTING 71-F2040 Field Sample Table 2 EA/Day 42.50 $85.00 71-F2200 Dynamic Cone Penetrometer (DCP)-COE (ASTM D6951)Test 45.50 71-F2210 Dynamic Cone Penetrometer (DCP)-Triggs (ASTM D1586)Test 76.50 71-F2220 Triggs DCP Stork Lifter w/motor Day 233.50 71-F2240 Static Cone Penetrometer (SCP) (ASTM D3441)Day 61.5071-F2290 Boutwell w/supplies (ASTM STP1142)Day 487.50 71-F2300 Guelph Permeameter (ASTM D5126)Day 226.5071-F2310 3-inch Drive Sampler EA 32.00 71-F2320 Shelby Tube Transportation Crate (ASTM D4220)EA/Week 56.00 71-F2330 Shelby Tube Wax Seal Kit (ASTM D4220)Week 157.00 71-F2340 Water Level Meter (ASTM D5413)2 Day 60.50 $121.00 71-F2350 Water Level Data Logger (with Cap)(Per Location)Month 147.50 71-F2400 Field Vane Shear Kit (ASTM D2573)Day 285.00 71-F2500 Soil Resistivity Meter w/cables (Four Electrode Method) (ASTM G57)Day 397.0071-F2540 Hand Auger (day)Day 77.50 71-F2605 Soil Nail Pullout Testing Equipment (PTI TAB.1-23)Day 136.00 71-F2650 Field Permeability Testing Well Permeameter Equipment (USBR 7300-89)EA/Day 423.00 Subtotal $206.00 NON-DESTRUTIVE TESTING 71-F3001 GPR Mobilization (Lump Sum)LS 1,166.00 71-F3002 GPR Mobilization (Lump Sum)LS 713.5071-F3003 GPR Mobilization (Lump Sum)LS 435.00 71-F3004 GPR Mobilization (Lump Sum)LS 478.50 71-F3005 GPR Mobilization (Lump Sum)LS 818.00 71-F3006 GPR Mobilization (Lump Sum)LS 848.50 71-F3100 GPR Testing - Roadway Data Collection Lane Mile 850.5071-F3130 GPR Testing- Buried Utilities/Tanks - Equipment Rental Day 499.50 71-F3140 GPR Testing - Bridge Deck Data Collection (per scan type)SF 0.6571-F3305 Vibration Monitoring Equipment Fee (ASTM D3580)EA/Week 672.50 71-F3310 Vibration Monitoring Equipment Setup Fee (ASTM D3580)LS/EA 643.0071-F3340 Vibration Monitoring Web Page Setup LS 807.50 71-F3360 Vibration Monitoring Website/Modem Fee/Insurance EA/Month 433.00 71-F3405 COCLA Geological Stratum Compass Day 73.50 71-F3410 Schmidt Hammer (ASTM C805)Day 38.00 71-F3415 Truepulse 360R (Rangefinder, Inclinometer & Compass)Day 90.5071-F3420 Inclinometer - Durham Slope Indicator w/ Cable & Reel (ASTM D6230)Day 426.00 71-F3422 Inclinometer - Data Recorder (Toughpad) (ASTM D6230)Day 175.5071-F3427 Inclinometer - 5' Slope Indicator Inclinometer Casing (Snap Joint)EA 68.50 71-F3429 Inclinometer - Well Head Setup EA 369.5071-F3432 VW Borehole Piezometer , 100 PSI, 100 ft, Thermistor (ASTM D7764)EA 1,702.50 71-F3435 VW Piezometer Mini Logger w/Temperature (ASTM D7764)Month 426.50 71-F3437 VW Piezometer - Data Recorder (Tablet) w/USB cable (ASTM D7764)Day 491.00 East Parkway - Supplemental SUPPORT VEHICLE 2026 Field Testing Schedule - Confidential UnitQuantityDescriptionBilling Code Feb 6, 2026 Unit Cost Extended Cost Page 1 of 4 File No.109461 Transmittal 3 East Parkway - Supplemental 2026 Field Testing Schedule - Confidential UnitQuantityDescriptionBilling Code Feb 6, 2026 Unit Cost Extended Cost 71-F3501 FWD Mobilization (Lump Sum)LS 1,399.00 71-F3502 FWD Mobilization (Lump Sum)LS 856.5071-F3503 FWD Mobilization (Lump Sum)LS 522.00 71-F3504 FWD Mobilization (Lump Sum)LS 574.5071-F3505 FWD Mobilization (Lump Sum)LS 981.50 71-F3506 FWD Mobilization (Lump Sum)LS 1,018.00 71-F3600 Dynatest 8002 FWD (10 Sensors) - Project Relative Calibration LS 1,431.00 71-F3610 Dynatest 8002 FWD (10 Sensors) (ASTM D4694) - Collection (Day)Day 4,304.50 71-F3620 Dynatest 8002 FWD (10 Sensors) (ASTM D4694) - Collection (Mile)Lane Mile 851.0071-F3630 Dynatest 8002 FWD (10 Sensors) (ASTM D4694) - Collection (Per Location)LS 33.00 71-F3650 TimeMark Traffic Counter w/Set Up & Supplies EA/Week 1,219.0071-F3705 Geometrics Seismic Refraction Survey Equipment (ASTM D5777)Day 3,942.00 71-F3715 Geometrics Seismic Refraction Survey Equipment (ASTM D5777)Week 11,825.0071-F3718 Saximeter Day 419.00 71-F3720 Drone Survey Equipment Day 249.50 71-F3730 Remote Communication Equipment Day 46.50 71-F3735 Remote Communication Equipment Week 138.50 Subtotal $0.00 DRILLING & SAMPLING 71-F4001 S&W Drill Rig Mobilization (Lump Sum)LS 1,516.00 71-F4002 S&W Drill Rig Mobilization (Lump Sum)LS 927.50 71-F4003 S&W Drill Rig Mobilization (Lump Sum)LS 565.50 71-F4004 S&W Drill Rig Mobilization (Lump Sum)LS 622.5071-F4005 S&W Drill Rig Mobilization (Lump Sum)LS 1,063.50 71-F4006 S&W Drill Rig Mobilization (Lump Sum)LS 1,103.0071-F4010 Nighttime Mobilization Fee (Lump Sum)LS 721.00 71-F4012 Hazardous Duty project surcharge (Lump Sum)LS 677.5071-F4020 Stand-By Time HR 278.00 71-F4022 HSA Auger Drilling and Sampling (ASTM D5413/D1452)HR 349.50 71-F4024 HSA Auger Drilling and Sampling (ASTM D5413/D1452)FT 37.50 71-F4025 HSA Drilling Tool Wear FT 5.00 71-F4026 HQ3 Diamond Coring Tool Wear (ASTM D2113/D6032)FT 25.0071-F4028 Difficult Drilling - Tool Wear/Bit Surcharge FT (CA)8.50 71-F4032 Replacement Hollow Stem Auger EA 771.0071-F4034 Replacement Auger Cutter Head (Standard Duty)EA 639.00 71-F4035 Replacement Auger Cutter Head (Heavy Duty)EA 1,789.5071-F4036 Replacement Carbide Teeth (Standard Duty)EA 50.00 71-F4037 Replacement Carbide Teeth and Plates (Heavy Duty) EA 175.00 71-F4038 Replacement Center Carbide Bit (Standard Duty)EA 480.50 71-F4040 HQ Diamond Coring Bit 1 EA 742.00 $742.00 71-F4042 AWJ Rod EA 232.5071-F4045 HWL Rod EA 232.50 71-F4046 HWL Reaming Shell EA 425.0071-F4047 HWL Core Lifter, Casing Shoe, & Ring EA 104.00 71-F4050 2" Dia Lynac Heavy Duty Split Spoon Assy.EA 380.00 71-F4052 3" Dia Lynac HD Split Spoon Assy EA 677.50 71-F4055 Split Spoon Sampler Shoe EA 51.00 71-F4070 Asphalt/Concrete Coring (4 to 8-inch Dia)Inch 16.5071-F4075 Asphalt/Concrete Coring (10 to 12-inch Dia)Inch 27.50 71-F4080 Rock Sounding (ft)FT 15.00 Subtotal $742.00 DRILLING SUPPLIES 71-F5110 Water Purchase and Setup 1 LS 202.00 $202.00 Page 2 of 4 File No.109461 Transmittal 3 East Parkway - Supplemental 2026 Field Testing Schedule - Confidential UnitQuantityDescriptionBilling Code Feb 6, 2026 Unit Cost Extended Cost 71-F5120 Drilling Muds Budget (to control heave)LS 252.50 71-F5140 Plastic buckets with lids EA 7.00 71-F5150 4.0 O.D. Thin-Walled sampling tube with end caps (ASTM D1587)2 EA 134.50 $269.00 71-F5155 4.O.D. Tube Disposable O-Ring Packer Seal EA 30.0071-F5200 Shelby (2.88") Tube w/caps (ASTM D1587)EA 36.00 71-F5210 2.88' x 6" Ring Sample Tubes w/caps EA 26.0071-F5215 HQ Core Box 2 EA 22.50 $45.00 71-F5225 HDPE Quart sample Jar w/lid EA 11.0071-F5250 10" Steel Bridge Deck Coring Plug EA 415.00 71-F5270 Bentonite Chips 10 EA 27.00 $270.00 71-F5275 Bentonite Powder EA 33.00 71-F5280 60 lb Sand/Gravel Fill EA 18.00 71-F5285 60 lb No. 20 Silica Sand EA 27.5071-F5295 Asphalt Patch EA 41.00 71-F5300 Ready Mix Concrete EA 26.0071-F5305 Rapid Set Concrete Patch EA 44.50 71-F5310 Epoxy Concrete EA 148.5071-F5360 2" Monitor Well Threaded Pipe and Screen (to 20' BGS)EA 228.50 71-F5365 2" Locking Cap EA 20.00 71-F5370 Flush Mount Vault - Plastic EA 25.00 71-F5375 Flush Mount Vaults - Steel EA 177.50 71-F5380 55-Gallon Steel Drum EA 170.50 Subtotal $786.00 EQUIPMENT RENTAL 71-F7010 Dump Trailer Day 233.50 71-F7012 Utility Trailer (w/IBC Water Tanks)Day 184.5071-F7020 Erosion & Sediment Control BMPs EA 190.00 71-F7030 Traffic Control - RWA Signs Day 62.0071-F7032 Traffic Control - Delineator EA/Day 5.50 71-F7034 Traffic Control - LED Flashers w/Battery Day 62.5071-F7036 Traffic Control - Truck-Mounted Arrow Board Day 104.00 71-F7038 Traffic Control - Crash Attenuator Day 1,845.50 71-F7100 Heavy Equipment Mobilization (fill in make & model)LS 455.00 Page 3 of 4 File No.109461 Transmittal 3 East Parkway - Supplemental 2026 Field Testing Schedule - Confidential UnitQuantityDescriptionBilling Code Feb 6, 2026 Unit Cost Extended Cost 71-F7105 Heavy Equipment Rental (fill in make & model)Day 390.00 71-F7110 Simco 2800 Geotechnical Drill Rig (ASTM D1586/D2113/D1587/D5413)2 Day 4,652.00 $9,304.0071-F7205 Heavy Duty 1/2" Drill Day 30.00 71-F7225 Heavy Duty Rotary Hammer Drill Day 37.0071-F7260 Portable Cement Mixer Day 37.00 71-F7270 Stihl Chainsaw w/Supplies Day 121.50 71-F7280 Propane Weed Burner w/ Propane Day 19.50 71-F7300 Electric Generator Day 63.00 71-F7330 Flood Lights Day 35.5071-F7340 Propane Heater w/Propane Day 30.00 71-F7350 Wet/Dry Vacuum EA/Day 38.0071-F7400 Trailer-Mounted Core Drill Day 209.00 71-F7420 Electric Core Drill Day 86.5071-F7430 Water Transfer Pump w/ Hoses Day 46.50 71-F7450 250 Gallon Water Tank 1 Day 80.00 $80.00 71-F7500 Canopy Day 51.50 71-F5010 Starlink Satelite Communications Day 50.00 71-F5011 Starlink Satelite Communications WK 150.0071-F7530 Sub-Meter GPS 1 Day 377.00 $377.00 71-F7540 Sub-Meter GPS WK 1,130.50Subtotal $9,761.00 SPECIALIZED SOFTWARE 71-S9110 AASHTOWare PME & BCT LS 920.00 71-S9113 ProjectWise - Use on-demand LS 210.00 71-S9115 GEOSTUDIO LS 540.00 71-S9117 BoreDM LS 320.00 71-S9120 gINT LS 220.0071-S9130 GSSI Radan 7 LS 160.00 71-S9100 LPILE LS 130.0071-S9120 DRIVEN LS 130.00 71-S9125 SETTLE LS 130.00 71-S9130 MSEW+LS 130.00 71-S9135 ReSSA+LS 130.00 71-S9140 DIPS LS 160.0071-S9145 GRLWEAP LS 130.00 71-S9150 Microsoft Project LS 55.0071-S9155 AutoDesk LS 170.00 71-S9160 Dynatest ELMOD 7 LS 360.0071-S9165 ShoringSuite LS 130.00 71-S9174 Seismager LS 130.00 Subtotal $0.00 TOTAL S&W Drilling and Field Testing $11,495.00 Change of quantities: Engineer will specify exploration and testing requirements based on discovery of data needs. Quantities estimated herein may likely change to accommodate discovered project requirements. Pricing Updates: Pricing is updated at least annually, as appropriately determined by Shannon & Wilson. Services and supplies will be billed at current standard rates, which may be different than the unit prices listed on the project estimate. Expedited fees may apply when scope of service indicates an expedited or compressed schedule. Subcontractor Changes: Subcontractors may be changed for the convenience of Shannon & Wilson in executing the project objectives. Page 4 of 4 � .,. i.Hotels 1ne10)'' \; Weiser I ,wcreek t:, -!0 Onur,o ) \ @) .klrdAn VAiiey crrrr� Ii Gas QS.J -- Oreana Grand View Bru�eau Grasmere Owtnie DUCK VALL� RESERV•T ON Wild Horse Forsgren Associates Travel Ii) Things to do Boise Office to Project site in Rexburg � � Campgrounds CnalliS Q. More Blinl ffiJ .Jac�pot San Jacinto Contact 'llmo Gd''.gle' Cree.< Leadore, Downe, Amt'lt1 St An_!hony Socl.�in� Montile!Lt, Part$ Teton \liltc: aell! 'lip,� [ .. Tnayne t.rtpr, •. Ma!aQC1\)• Pr.;s1011 � 7ok! � TtErMnlon L� Map cbita @2023 GoogNt Unrtffl State:a Terms Pri'i'a,cy Send feedback 20 mi._ ___ _.