188-25 Exhibit B_Executed Agreement-TAP_NJDOT_WO.pdf

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FIXED FEE CALCULATION PROJECT: [Prebminary Engineering CONSULTANT: \Greenman-Pedersen, Inc. (GPI) |AGREEMENT OR CAM NO. PREPARED BY: [Andrew Cangiano DATE: 8113/2024) EVALUATE PROJECT SPECIFICS: Directions: teria i pased on its specifi ign Cost (or T for SIZE CON x Order Design Cost) for the SiZ: TY DURATION. & DEGREE CF R: Prime Consultant wil use Total Proj Each Subconsultant will assign poi Patching, Resurfacing, Restoration, Concept Development, Studies, Surveys, Landscape, Inspections SPECIFICS CRITERIA POINTS SIZE: SMALL - Total Fee (Project Design Cost) < $1,250,000 15 LARGE - Total Fee (Project Design Cost) > $1,250,000 20 COMPLEXITY: SIMPLE - Limited Scope of Work; Deck Patching, Resurfacing, 10 15 Restoration, Concept Development, Studies, Surveys, Landscape, Inspections STANDARD - Moderate Scope; Rehabilitation, New, 15 or Reconstruction COMPLEX - Multi-disciplined, Highly Specialized, 20 or Major Unusual |DURATION: STANDARD - Appropriate Schedule 15 15 AGGRESSIVE - Designers Schedule Reduced > 10 % 20 [DEGREE OF RISK: LEVEL 1 - Low Risk of Claims; Limited Scope of Work, Deck 20 30 LEVEL 2 - Average Risk of Claims; Standard Complexity 30 or Level 1 with High Public Exposure LEVEL 3 - High Risk of Claims; Hazardous, Experimental, 40 or Bonus/Penalty Clauses [TOTAL RATING = 75 CALCULATE FEE: PROJECT SPECIFICS FACTOR (Total Rating /100) = 0.75 FEE FACTOR ( Project Specifics Factor x 0.30) = 0.225 DIRECT LABOR COSTS TOTAL FEE (Direct Labor Costs x Fee Factor) = $ _ 8,889.79 Fixed Fee Calculation Page 1 Revised 08/12/2015

State of Net Jersey DEPARTMENT OF TRANSPORTATION P.O. Box 600 Trenton, New Jersey 08625-0600 PHILIP D. MURPHY FRANCIS K. O°CONNOR Governor Commissioner TAHESHA L. WAY Li. Governor July 22, 2024 Mr. Michael J. Buoncore Sr. Vice President/CFO Greenman-Pedersen, Inc. 325 West Main Street Babylon, NY 11702 Mr. Buoncore: Based on our review of Greenman-Pedersen, Inc.’s submitted Schedule of Burden, Fringe, Overhead and Direct Labor for the year ended December 31, 2023, we recommend overhead rates of 124.09 percent should be used for construction inspection projects and 163.41 percent should be used for all other projects for funding purposes on future contracts with the Department as well as your firm’s settle-up schedules. In addition, and in accordance with current Department policy, if FCCM is specifically identified in the cost proposals relating to the contract under which the cost is to be claimed, the audited FCCM rate of 0.26 percent should be used for construction inspection projects and 0.32 percent for all other projects, respectively. The combined overhead rate of 144.53 percent and FCCM rate of 0.29 percent may be used for settle-up schedule purposes, only going forward for contracts funded with your combined rate. The overhead rates proposed on this overhead letter expire on July 1, 2025. These rates are subject to audit verification. Our acceptance of these rates does not extend beyond contracts with the New Jersey Department of Transportation. Any other entity contracting with the firm is responsible for determining the acceptability of the overhead statement. lf you have any questions, feel free to contact Dennis Show at (609) 963-2379, or at Dennis.Show@dot.nj.gov. Sincerely, . — Richard Femmer Richard Temmer Manager, Bureau of External Audit “IMPROVING LIVES BY IMPROVING TRANSPORTATION” New Jersey Is An Equal Opportunity Employer + Printed on Recycled and Recyclable Paper

mfsengineers.com ENGINEERS & SURVEYORS 2 August 2024 Lenin S. Cruz, P.E. Project Engineer Greenman-Pedersen, Inc. 301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Proposal for Preliminary Engineering (P.E.) Professional Land Surveying Services NJDOT TAP 2023 — West Orange, Washington Street Corridor Improvement Project Phase 2 Located in the Township of West Orange, Essex County, New Jersey (MEFS Proposal No. NJ24060.001R1) Dear Lenin, MES Consulting Engineers & Surveyor, DPC (MFS) is pleased to submit this proposal to provide professional land surveying services to support the Preliminary Engineering (PE) Phase for the TAP 2023 West Orange Washington St. project. The following proposal briefly discusses our project understanding and scope of work. PROJECT UNDERSTANDING To support the TAP 2023 West Orange Washington St., MFS shall perform the following NJDOT PE Activities. 1. Activity 3015 — Prepare Control Survey Report 2. Activity 3020 — Conduct Topographic Survey 3. Activity 3025 — Prepare Base Maps The services shall include: © — Survey limits to extend 10’ (ft) beyond the Right of Way (ROW). © — Survey to include building faces, steps and building finished floor elevations at doorway thresholds. e Key ground surface features (i.e., top/bottom curb lines, crown of road, ADA ramps, top/bottom utility pads) and other breakline features in addition to random spot elevations. e All visible and accessible surface features {i.e., walks, pads, surface utilities, fences, etc.). e Any existing sub-surface utility mark-out found within the mapping limits. e Establish rim/grate/invert elevations on sanitary and drainage structures within the project corridor. Electrical & telephone manholes or vaults to be located on the surface only. Locate any Right of Way (ROW) and/or boundary evidence found while performing the survey. e Establish ROW deed mosaic. Include properties fronting the streets within the project limits, including sidelines and lot lines off the right of way to be shown on a deed mosaic. New Jersey aleodquarters: ‘ew Jerse’ New York Puerto Rice 2780 Hamitton Bivd. 24 Kanouse Rd 320 Fifth Avo., Ste. 1200 103 C Isabel Andreu de Aguilar. Ste. 3 South Picinfield, NJ. 07080 Newfoundiand, NJ 07435 ‘Now York, NY 10001, Son Juon, PR 00918 Phone 908.922.4622 Phone 973.697.2122 Phone 212.943.6576 Phone 787998,7436 Fax 8665717413 Fox

uilar. Ste. 3 South Picinfield, NJ. 07080 Newfoundiand, NJ 07435 ‘Now York, NY 10001, Son Juon, PR 00918 Phone 908.922.4622 Phone 973.697.2122 Phone 212.943.6576 Phone 787998,7436 Fax 8665717413 Fox 973.838.6633 Fox 8665177413 Fax 78776S.3691

Proposal for Preliminary Engineering (P.E.) Professional Land Surveying Services 2 August 2024 NJDOT TAP 2023 — West Orange, Washington Street Corridor Improvement Project Phase 2 Located in the Township of West Orange, Essex County, New Jersey (MES Proposal No. NJ24060.001R1) Page 2 of 4 The project limits are as shown in the below image provided by GPI and outlined in red. ACTIVITY 3015 — PREPARE CONTROL SURVEY REPORT All control establishment activities for the project, including the preparation of control reports shall be in accordance with NJDOT Surveying Manual and Standard Article 44. The horizontal control will be tied to the New Jersey State Plane Coordinate System NAD83 (Grid). The vertical control will be tied to the North American Vertical Datum NAVD. 1988. A local project ground datum will be calculated based on the primary survey control. All mapping will be prepared in a Local Project Ground datum. Utilizing GNSS RTN and Leica SmartNet, primary survey control for the project will be established following the specifications provided in the “User Guidelines for Real Time GNSS Positioning”, Version 3.1, dated April 2014 for Class RT1 surveys {Primary Control) having a relative accuracy of 0.01m — 0.02m horizontal and 0.02m - 0.04m vertical at the 95% confidence level. Utilizing the primary survey control stations, a secondary survey traverse baseline will be established originating and closing on the primary control pairs. Benchmarks will be established and staggered between the traverse baseline stations. Differential leveling will be performed to include the secondary traverse baseline stations and benchmarks utilizing the primary control as the reference benchmarks. The horizontal control shall meet or exceed Second Order Class Il accuracy standards and the vertical control will meet or exceed Second Order, Class || accuracy standards. A Survey Control Report will be prepared for the primary/secondary survey control. The report will be signed and sealed by a NJ Licensed Surveyor. The report shall include the computations, analysis, final coordinates, elevations, and diagrams for each of the semi-permanent points set within the project area. ACTIVITY 3020 —- CONDUCT TOPOGRAPHIC SURVEY MEFS shall utilize conventional surveying methods to perform the survey. Cross sectional data will be obtained at approximately 50’ intervals within the

. ACTIVITY 3020 —- CONDUCT TOPOGRAPHIC SURVEY MEFS shall utilize conventional surveying methods to perform the survey. Cross sectional data will be obtained at approximately 50’ intervals within the project limits. Additional supplemental cross section information will be obtained at driveway edges & centerlines in addition to low/high areas within the project limits. Supplemental locations will be observed at existing ADA ramps and building entrances & stairs. in addition, the survey will include observable and accessible manmade surface features (i.e., surface utility hardware, signs, fences, walls, pads, existing subsurface utility mark out, etc.). MFS will establish rim/grate elevations on sanitary and drainage structures located within survey limits. Invert measurements will be taken and recorded as will pipe types and sizes, MFS will not enter any structures. Structures with excessive debris and/or silt will be noted, MFS will not

Proposal for Preliminary Engineering (P.E.) Professional Land Surveying Services 2 August 2024 NJDOT TAP 2023 ~ West Orange, Washington Street Corridor Improvement Project Phase 2 Located in the Township of West Orange, Essex County, New Jersey (MFS Proposal No. NJ24060.001R1) Page 3 of 4 clean or attempt to remove debris or silt. Non-sanitary/drainage structures will not be opened and surveyed from the surface only. In addition, MFS will survey any ROW/boundary evidence which is found while performing the field survey. ACTIVITY 3025 — PREPARE BASE MAPS The base mapping will be prepared utilizing the survey field data. Planimetric features will be drafted and identified. A Digital Terrain Model (DTM) will be prepared utilizing a combination of breakline features (i.e., curb lines, edge of pavement, walks, top/bottom slopes, etc.) in addition to inlets and other points observed during the field survey. Mapping will be output at 1”=30’ using NIDOT’s standard levels, linetypes and cells and formatted in Bentley MicroStation Version V8 in accordance with NJDOT Article 51. A DTM will be prepared in Bentley InRoads from which 1’ contours will be generated. The data delivery will include the DTM surface data for your use. Utilizing a combination of tax maps, NJGIN data and recovered field evidence, MFS will establish the ROW within the project corridor. Properties fronting the streets within the project limits will have sidelines and lot lines off the right of way shown based ona mosaic utilizing tax maps and obtained deeds. Parcel Block and Lot numbers will be shown. DELIVERY ITEMS e Digital files of all mapping data in Bentley MicroStation V8 to include: © Topographic Mapping o Striping o Breakline © Contours (1’ contours) o ROW/Parcel Line File © Digital Terrain Model © Digital Final Primary and Secondary Control Reports EXCLUSIONS 1. MFS assumes that roadway occupancy permits will not be required. if permits are required, additional fees will be charged. 2. MFS does not anticipate Maintenance and Protection of Traffic (MPT), neither vehicular and/or pedestrian will be required. If MPT is required, additional fees will be charged. Setting of property markers is not included in this proposal. This proposal does not include a subsurface utility investigation being performed by MFS. Services not explicitly described above are not included within the