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Contract - Hensel Phelps Construction Company - 8/21/2025 IAIiiDocument A133' - 2019 Exhibit A Guaranteed Maximum Price Amendment This Amendment dated the day of September in the year 2025,is incorporated into the accompanying AIA Document Al33TM-2019,Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price dated the 12th day of September ADDITIONS AND DELETIONS: in the year 2024 (the"Agreement") The author of this document has (In words, indicate day, month, and year.) added information needed for its completion.The author may also for the following PROJECT: have revised the text of the original AIA standard form.An Additions and (Name and address or location) Deletions Report that notes added information as well as revisions to the Bob Bennett Phases II,III,and IV standard form text is available from 3400 Sunrise Road the author and should be reviewed.A Round Rock,Texas 78665 vertical line in the left margin of this document indicates where the author THE OWNER: has added necessary information (Name, legal status, and address) and where the author has added to or deleted from the original AIA text. City of Round Rock 221 East Main St This document has important legal Round Rock,Texas 78664 consequences.Consultation with an attomey is encouraged with respect THE CONSTRUCTION MANAGER: to its completion or modification. (Name, legal status,and address) AIA Document A201 TM-2017, General Conditions of the Contract Hensel Phelps Construction Company for Construction,is adopted in this 8326 Cross Park Dr. document by reference.Do not use Austin,Texas 87854 with other general conditions unless this document is modified. TABLE OF ARTICLES A.1 GUARANTEED MAXIMUM PRICE A.2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION A.3 INFORMATION UPON WHICH AMENDMENT IS BASED A.4 CONSTRUCTION MANAGER'S CONSULTANTS, CONTRACTORS, DESIGN PROFESSIONALS,AND SUPPLIERS ARTICLE A.1 GUARANTEED MAXIMUM PRICE § A.1.1 Guaranteed Maximum Price Pursuant to Section 3.2.6 of the Agreement,the Owner and Construction Manager hereby amend the Agreement to establish a Guaranteed Maximum Price.As agreed by the Owner and Construction Manager,the Guaranteed Maximum Price is an amount that the Contract Sum shall not exceed.The Contract Sum consists of the Construction Manager's Fee plus the Cost of the Work,as that term is defined in Article 6 of the Agreement. § A.1.1.1 The Contract Sum is guaranteed by the Construction Manager not to exceed Forty Five Million Four Hundred and Forty-Six Thousand Eight Hundred and Twenty One Init. AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 13:48:48 MT on 08/08/2025 under Order No.4104248843 which expires on 09/30/2025,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1782852464) R - a� as - �� Dollars and Zero Cents ($45,446,821.00 ),subject to additions and deductions by Change Order as provided in the Contract Documents. § A.1.1.2 Itemized Statement of the Guaranteed Maximum Price.Provided below is an itemized statement of the Guaranteed Maximum Price organized by trade categories,including allowances;the Construction Manager's contingency;alternates;the Construction Manager's Fee;and other items that comprise the Guaranteed Maximum Price as defined in Section 3.2.1 of the Agreement. (Provide itemized statement below or reference an attachment.) Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. § A.1.1.3 The Construction Manager's Fee is set forth in Section 6.1.2 of the Agreement. § A.1.1.4 The method of adjustment of the Construction Manager's Fee for changes in the Work is set forth in Section 6.1.3 of the Agreement. § A.1.1.5 Alternates § A.1.1.5.1 Alternates,if any,included in the Guaranteed Maximum Price: Item Price None § A.1.1.5.2 Subject to the conditions noted below,the following alternates may be accepted by the Owner following execution of this Exhibit A.Upon acceptance,the Owner shall issue a Modification to the Agreement. (Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.) Item Price Conditions for Acceptance None §A.1.1.6 Unit prices,if any: (Identify the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit(60.00) Nouc ARTICLE A.2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § A.2.1 The date of commencement of the Work shall be: (Check one of the following boxes.) [ ] The date of execution of this Amendment. [ X ] Established as follows: (Insert a date or a means to determine the date of commencement of the Work) September 5th,2025 If a date of commencement of the Work is not selected,then the date of commencement shall be the date of execution of this Amendment. § A.2.2 Unless otherwise provided,the Contract Time is the period of time,including authorized adjustments,allotted in the Contract Documents for Substantial Completion of the Work.The Contract Time shall be measured from the date of commencement of the Work. § A.2.3 Substantial Completion § A.2.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents,the Construction Manager shall achieve Substantial Completion of the entire Work: (Check one of the following boxes and complete the necessary information.) Init. AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved.'The American Institute of Architects,""American Institute of Architects""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 13:48:48 2 MT on 08/08/2025 under Order No.4104248843 which expires on 09/30/2025,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1782852464) [ ] Not later than ( )calendar days from the date of commencement of the Work. [ X ] By the following date: November 30,2026 § A.2.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents,if portions of the Work are to be completed prior to Substantial Completion of the entire Work,the Construction Manager shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date None § A.2.3.3 If the Construction Manager fails to achieve Substantial Completion as provided in this Section A.2.3,liquidated damages,if any,shall be assessed as set forth in Section 6.1.6 of the Agreement. ARTICLE A.3 INFORMATION UPON WHICH AMENDMENT IS BASED § A.3.1 The Guaranteed Maximum Price and Contract Time set forth in this Amendment are based on the Contract Documents and the following: § A.3.1.1 The following Supplementary and other Conditions of the Contract: Document Title Date Pages § A.3.1.2 The following Specifications: (Either list the Specifications here,or refer to an exhibit attached to this Amendment.) Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. Section Title Date Pages § A.3.1.3 The following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Amendment.) Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. Number Title Date § A.3.1.4 The Sustainability Plan,if any: (If the Owner identified a Sustainable Objective in the Owner's Criteria, identify the document or documents that comprise the Sustainability Plan by title,date and number of pages,and include other identifying information. The Sustainability Plan identifies and describes the Sustainable Objective;the targeted Sustainable Measures; implementation strategies selected to achieve the Sustainable Measures;the Owner's and Construction Manager's roles and responsibilities associated with achieving the Sustainable Measures;the specific details about design reviews,testing or metrics to verify achievement of each Sustainable Measure;and the Sustainability Documentation required for the Project, as those terms are defined in Exhibit C to the Agreement.) Title Date Pages None Other identifying information: § A.3.1.5 Allowances,if any,included in the Guaranteed Maximum Price: (Identify each allowance.) Init. AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 13:48:48 3 MT on 08/08/2025 under Order No.4104248843 which expires on 09/30/2025,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1782852464) Item Price 1) 3-HR Rated Assembly Design Development $250,000.00 2) Inspector Code Interpretation $100,000.00 3) Third Party Review of Envelope Details $7,500.00 4) Furniture Coordination $25,000.00 5) Additional Phase 1 Gas Line Exploration $7,500.00 6) Phase 5 Scope of Work $5,251,884.00 7) Phase 1 Scope of Work $110,274.00 § A.3.1.6 Assumptions and clarifications,if any,upon which the Guaranteed Maximum Price is based: (Identify each assumption and clarification) Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. . § A.3.1.7 The Guaranteed Maximum Price is based upon the following other documents and information: (List any other documents or information here, or refer to an exhibit attached to this Amendment.) Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. ARTICLE A.4 CONSTRUCTION MANAGER'S CONSULTANTS, CONTRACTORS, DESIGN PROFESSIONALS, AND SUPPLIERS § A.4.1 The Construction Manager shall retain the consultants,contractors,design professionals,and suppliers,identified below: (List name,discipline, address, and other information.) This Ame ent to the Agreement entered into as of the day and year first wri -- abov tg I 101 OWNER( gnature) SONS ''i CT ON MANAGER(Signature) Crai Mor an,Ma or radle I. mans Re_ional Vice President (Printed name and title) (Pr' name and title) Init. AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 13:48:48 4 MT on 08/08/2025 under Order No.4104248843 which expires on 09/30/2025,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1782852464) Additions and Deletions Report for AIA Document A133®— 2019 Exhibit A This Additions and Deletions Report,as defined on page 1 of the associated document,reproduces below all text the author has added to the standard form AIA document in order to complete it,as well as any text the author may have added to or deleted from the original AIA text.Added text is shown underlined.Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document.This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 13:48:48 MT on 08/08/2025. PAGE 1 This Amendment dated the day of September in the year 2025,is incorporated into the accompanying AIA Document A133TM_2019,Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price dated the 12th day of September in the year 2024 (the"Agreement") Bob Bennett Phases II,III,and IV 3400 Sunrise Road Round Rock,Texas 78665 City of Round Rock 221 East Main St Round Rock,Texas 78664 Hensel Phelps Construction Company 8326 Cross Park Dr. Austin,Texas 87854 § A.1.1.1 The Contract Sum is guaranteed by the Construction Manager not to exceed Forty Five Million Four Hundred and Forty-Six Thousand Eight Hundred and Twenty One Dollars and Zero Cents ($45,446,821.00 ), subject to additions and deductions by Change Order as provided in the Contract Documents. PAGE 2 Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. None None Additions and Deletions Report for AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This 1 document was produced at 13:48:48 MT on 08/08/2025 under Order No.4104248843 which expires on 09/30/2025,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1782852464) JACOBS' I- HENSEL PHELPS iii#111""--ROUNDROCK Plan . Build . Manage. TEXAS Bob Bennett Complex Phases 2 & 5 GMP Estimate Submitted: August 4, 2025 GMP Estimate Revision 1: Submitted 08/06/2025 5 _ rr- -: II u 1 14111 ill iii aa ,,- a a Bob Bennett Complex-GMP Estimate August 4,2025 Table of Contents Tab 1 - Estimate Summary & Clarifications 1. Estimate Summary by Phase 2. Clarifications&Assumption 3. Sector Breakdown Map 4. Bidder Question&Answer Log Tab 2 - Phase 2 Estimate 1. Phase 2 Sector Summary a. 2B-Phase 2 Site b. 2C-Warehouse Expansion c. 2D-Utility Shop Expansion d. 2E-Phase 2 Main Building 2. Phase 2 Sector Detail Breakdown by Trade Tab 3 - Phase 5 Estimate I. Phase 5 Sector Summary a. 5A-Fuel Canopy&Wash Bay including Site 2. Phase 5 Sector Detail Breakdown by Trade Tab 4 - Phase 1 Estimate 1. Phase 1 Renovations Sector Summary 2. Phase 1 Renovations Detail Breakdown by Trade Tab 5 - Schedule & Site Utilization 1. Schedule that aligns with Milestone Schedule by Owner 2. Site Utilization Tab 6 - Proposal Package Strategy 1. HP Bid Package Schedule by Trade 2. HP Design Assist/Early Procurement Narrative Tab 7 - Coordination & Responsibility Matrix 1. Responsibility Matrix 2. Concrete Demo Coordination Drawing 3. Demo Responsibility Matrix 4. Electrical Site Plan Markup NENSEL HELPS F 8/6/2025 Plsr.1usd. NA Dill. Bob Bennett Complex GMP Rev-1 Estimate Report Phase Breakdown by Bid Package Bid Package Phase 2 Phase 5 Phase 1 Renovations Total 0175 l Final Clean 31,605 2,600 - 34,205 0330 ! Concrete 2,386,530 446,150 12,575 2,845,255 0335 Polished Concrete 76,812 7,920 - 84,732 0420 Masonry 615,496 273,000 - 888,496 0510 Structural Steel 2,693,650 403,575 - 3,097,225 0620 Millwork 319,335 26,000 345,335 0727 Waterproofing 306,901 3,000 667 310,568 0740 Roofing 887,945 202,654 - 1,090,599 0742 Metal Panels 597,760 - - 597,760 0781 Fireproofing 108,000 - - 108,000 0810 Doors,Frames&HW 571,100 22,150 1,500 594,750 0833 Overhead Doors 568,000 19,500 - 587,500 0841 j Glass&Glazing 701,700 - 33,292 734,992 0929 Drywall&Framing 1,197,355 - 2,750 1,200,105 0930 Ceramic Tile 145,040 - - 145,040 0951 Acoustical Ceilings 460,000 - 4,320 464,320 0965 Resilient Flooring 241,800 - - 241,800 0991 Paint 451,467 460 2,756 454,683 1000 Building Specialties 361,218 1,540 10,925 373,683 1014 Building Signage 37,806 2,100 39,906 1065 Operable Partitions 35,000 - - 35,000 1111 Storage Equipment 467,000 - 467,000 1111.A Fuel Island - 626,800 - 626,800 1111.E Vehicle Wash Bay Equipment - 715,632 - 715,632 1130 Residential Appliances 19,900 - - 19,900 1224 I Window Coverings 28,400 28,400 1334 Pre-Engineered Metal Building 1,963,941 - - 1,963,941 2100 I Fire Protection 700,000 6,435 5,000 711,435 2200 Plumbing 1,328,000 20,046 3,260 1,351,306 2300 Mechanical 2,838,500 25,000 2,079 2,865,579 2600 Electrical 6,322,778 978,531 4,150 7,305,459 2831 ! Fire Alarm 235,194 22,800 - 257,994 3100 Earthwork 992,601 261,410 - 1,254,011 3213 Site Concrete 1,121,285 571,378 - 1,692,663 3217 Pavement Markings 12,100 3,900 - 16,000 3231 Fencing 116,400 207,840 1,000 325,240 3284 Landscaping&Irrigation 194,000 50,463 - 244,463 3300 Site Utilities 730,000 364,000 - 1,094,000 3311 SWPPP 25,603 13,000 38,603 9900 Allowances 690,000 - - 690,000 Subtotal $30,580,222 $5,251,884 $110,274 $35,942,380 GENERAL CONDITIONS General Conditions 3,447,905 General Requirements 1,008,570 INDIRECTS&RESERVES Contractor's Bonds 281,770 Subcontractor&Supplier Bonds w/COW Builder's Risk Insurance 49,992 General Liability Insurance 340,851 CM Contingency 1,820,060 Owner Betterment 1,078,271 FEES Contractor's Fee 1,477,022 Total $45,446,821 Bob Bennett Complex— Phases 2 & 5 GMP Rev1 Cost Estimate j..p HENSEL PHELPS Submitted: August 6, 2025 Plan. Build. Manage Clarifications & Assumptions 01 —General Requirements 1. The following Clarifications and Assumptions are provided to convey the basis of the estimate and general approach taken by Hensel Phelps Construction Co. in the preparation of the estimate. The detailed estimate backup provided for each area of the project shall serve as a reference for all scope of work(work activity, assumed quantity and level of quality)which has been considered in this estimate. 2. This Guaranteed Maximum Price (GMP) Cost Estimate is based on a construction start date per the attached construction schedule. Should procurement of Phase 5 property and resulting design efforts extend past purchasing of Phase 2 Trade Partners, it is assumed associated costs will be incurred as change orders to contracted Phase 2 Trade Partners. 3. It has been assumed that Phase 5— Fuel &Wash Bay are being designed and purchased with Phase 2. Phase 5 cost of work has been included, but as an allowance due to the level of design development. 4. The GMP Estimate does not include any amounts for any changes in tariffs or taxes, which are enacted, passed or otherwise signed into law after the date of this GMP, Hensel Phelps shall be entitled to a corresponding increase for costs it incurs that directly or indirectly arise out of or in any way relate to changes in taxes or tariffs or similar charges due to such changes. Hensel Phelps shall also be entitled to submit a change order for additional contract time and the time related costs which arise out of or in any way relate to any changes in taxes or tariffs. 5. This project is understood to be tax exempt. No sales tax on permanently incorporated materials or Renovation taxes on Phase 1 have been included. 6. The schedule assumes normal work hours for the entire project duration. Occasional off-hour work is anticipated for special operations (i.e., concrete placements, utility shutdowns and flushing). 7. Construction working hours have been assumed to be unrestricted based on definition in City of Round Rock Municipal Code Sec 8-114 "Construction work hours"and zoning maps available on City of Round Rock CityView. 8. A stand-alone mockup is not included. 9. This Estimate is based on the following documents provided by Jacobs: a. 95% Construction Documents Specifications Volume 1 dated 7/10/25. b. 95% Construction Documents Specifications Volume 2 dated 7/10/25. c. Phase 2 Package 1 95% Construction Documents Drawings dated 7/10/25. d. Phase 2 Package 2 65% Construction Documents Drawings dated 6/23/25. e. Package 2 Design Progress Reference Sheets dated 7/10/25. f. Phase 2 Electrical Site Plan Markup dated 6/18/25 g. Package 1 80% Foundation Package Drawings dated 7/24/25 h. Package 2 80% Foundation Package Drawings dated 7/24/25 i. Fuel &Wash Plans issued 11/11/24. j. Geotechnical Reports dated 12/16/2024. k. Construction assemblies found in Phase I As-builts dated 11/13/17. I. Bidder questions/responses answered by Jacobs dated 7/03/25. m. Progressed Telecom Room Drawings dated 8/04/25 10. Currently contracted preconstruction value of$425,000 has not been included in the estimate. Page 1 of 7 Bob Bennett Complex—Phases 2 & 5 HENSEL PHELPS GMP Rev1 Cost Estimate �� Submitted: August 6, 2025 Plan. Build. Manage. Clarifications & Assumptions 11. No allowances have been included for Building, Right of Way, or Site Development Permits; this is assumed to be carried by Owner. Trade permits will be carried by the appropriate trades and will be part of the Cost of Work. 12. Costs to provide concrete paving and Vehicle Access Gate at the North Entrance of Phase 5 have been included. 13. The following contractor contingency has been included in this estimate. This contingency is intended to be able to absorb scope related to design development and is not intended to be used to fund additional scope items. a. Phase 5/Phase 1 Renovations/Allowances— 10%on Cost of Work b. Updated Package 2 Budgets—5% on Cost of Work c. PEMB/Electrical/Package 1 Scopes—3.5% on Cost of Work 14. The following Owner Betterment Allowance has been included in this estimate. a. 3%on all Cost of Work 15. The following items are understood to be Owner Furnished Owner Installed and are not included in the Estimate: a. Materials Testing b. Loose Furniture, Cubicles and Fitness Equipment c. Vending Machines d. Telecom cabling and devices e. Security cabling and devices f. Audio Visual cabling and devices g. DDC Controls h. 3rd Party Commissioning i. Arborist services j. Permanent Meters 16. Work related to the Cell Phone Tower Scope is not included. 17. Any existing equipment and/or materials stored on-site are assumed to be removed by Owner prior to NTP. 18. Contractor parking will be within the Phase 2 and/or Phase 5 limits of construction per the Site Utilization Plan attached. 19. Based on previous discussions, it is assumed that temporary use utilities for construction and construction site officing will be covered as follows. a. Water: Metering and usage will be carried by the Owner. b. Power: Metering and usage will be carried by Hensel Phelps under General Requirements. 20. The following Attachments are included to supplement the basis of the estimate: a. Bidder Question &Answer Log b. Project Schedule c. Site Utilization Plan d. Bob Bennett Complex—Sector Breakdown e. HP Bid Package Schedule by Trade f. Design Assist/Early Procurement Narrative g. Responsibility Matrix h. Concrete Demo Coordination Drawing Page 2of7 Bob Bennett Complex—Phases 2 & 5 GMP Rev1 Cost Estimate 14=1 HENSEL PHELPS Submitted: August6, 2025 Plan. Build. Manage. Clarifications & Assumptions i. Demo Responsibility Drawing j. Phase 2 Electrical Site Plan Markup 21. Costs and Phase breakouts are for accounting purposes only. Pricing to remove or modify scope or phasing will be captured in Trend Log on a case-by-case basis. 22. We have not included budgets for Owners temporary offices,furnishings, copiers, utilities or related costs. 23. Site security personnel and site access monitoring systems are not included. 02—Existing Conditions 1. Hensel Phelps has not included any cost for environmental impact assessment or any hazardous material remediation or removal. 2. Reference Note 20 on sheets 1-G-004 and 2-G004; leveling of existing Phase 1 slabs on grade has not been included. 03—Concrete 1. Floor flatness requirements are assumed to only apply at the Warehouse expansion. 2. All new foundations for Parking Canopy P1 have been included. 3. Floor hardener has been included at all building foundations (Warehouse, Utility Shop, P3 Parking)with the exception of the Main Building due to the polished concrete floor finish. 04— Masonry 1. None. 05—Metals 1. No architecturally exposed structural steel has been included. 2. All exterior miscellaneous steel, with or without a painted finish, has been included as galvanized. 3. Provisions for a fall protection system have not been included in any Phase. 4. Monumental Stair is assumed to be concrete filled pan stair with polished concrete treads. 06—Wood, Plastics, and Composites 1. FRP has been included at the Utility Shop restroom only. 07—Thermal and Moisture Protection 1. We have not included costs for building system and building envelope commissioning and warranty period verification by an independent commissioning agent. 2. The estimate does not include destructive testing, including wind uplift testing, for the roofing system. 08—Openings 1. Door Security hardware is being supplied and installed by the Owner's Security vendor which includes the following hardware: a. Corbin Russwin i. Fail Secure Access Control CLX33605 X SN200 NZD BIPS CT6R Page 3 of 7 Bob Bennett Complex—Phases 2 & 5 HENSEL PHELPS GMP Rev1 Cost Estimate 1.� Submitted: August 6, 2025 Plan. Build. Manage. Clarifications & Assumptions ii. Exit Device ED5200N-IN220 N 9134ET CT6SD iii. POE Cylindrical Lock CLX33134-IN220 NZD iv. Rim Exit Device ED5200N-SN200 N9603ET BIPS b. McKinney i. Hinges T4A3386 4 1/2 X 4 1/2 PoE-Option ii. Hinges TA2714 4 1/2 X 4 1/2 PoE-Option iii. Harness Assembly PoE-C1300PRJ iv. PoE Harness POE-C300PRJ 09—Finishes 1. All interior partitions are assumed to be non-load bearing and therefore, no delegated design cold-formed metal framed partitions are included for interior partitions. 2. STC partitions will be constructed in accordance with the drawing details. Field testing of STC ratings has not been included. 3. It has been assumed that wall finish depths for ADA and code required clearances as well as loading will be coordinated with the partition tags provided by the Designer of Record. 4. Glass railings have been included at the Monumental Stair in the Main Building Expansion. 10—Specialties 1. Reference Specification Section 10 11 00—Visual Display Units and Sheet 2-A701 - Material Index— Interior lists the following items under Div 10 Specialties but are not called out and therefore are not included except as noted below and in the estimate. a. MWB— Magnetic Erase Board—qty included as noted in the estimate b. DMB—Dry Erase Marker Board c. TB—Tackable Wall Board d. GMB- Glass Marker Boards 2. Wire Mesh Partitions WWM1 are found in the Material Index— Interior on sheet 2-A701, however none are found called out on the plans or elevations, therefore none have been included. 3. 11 — Equipment 1. No cost for relocation of existing material and/or equipment has been included at this time. 2. Any residential appliances not specifically included in the estimate detail backup has not been included. 3. Vending machines are assumed to be OFOI and are currently not included in the cost estimate. 4. This Estimate includes costs for the following Owner approved alternates: a. Bulk Storage Containers(Castors)—WH-9 b. Bulk Storage Containers(Castors—WH-10 Page 4 of 7 Bob Bennett Complex— Phases 2 & 5 HENSEL PHELPS GMP Rev1 Cost Estimate �P Submitted: August 6, 2025 Plan. Build. Manage Clarifications & Assumptions 12—Furnishings 1. Loose furnishings and fixtures are Owner Furnished Owner Installed and are therefore, not included in this estimate. 2. No cubicles have been included in this estimate and are assumed to be FFE at this time. 13—Special Construction 1. The following structures have been priced as PEMB: a. Phase 2 Warehouse Expansion b. Phase 2 Utility Shops Expansion c. Phase 2 Parking Canopy P1 d. Phase 2 Parking Canopy P2 i. Extents of canopy and foundations included are per sheet 1-A001 Building Location Plan, not the extents shown on Civil or Structural Drawings e. Phase 2 Parking Canopy P3 2. No provisions for roof hung elements beyond the typical MEP systems needed to support the building are included in the PEMB scope as we understand there to be none required. 3. Currently, the drawings indicate the loading for Parking P3 to be more stringent than what was originally answered in the PP00 bidder questions. This estimate currently includes pricing for original loading per the Bidder Questions RFI #0062 and we are carrying a budget of$180,000 to cover the increase until further analysis can be completed by Red Dot. Updated pricing is anticipated to be received August 7th and an update can be provided at that time. 14—Conveying Equipment 1. None. 21 —Fire Suppression 1. Retesting of the existing fire protection building systems is included, however rework as a result of that testing is not included. Should rework be required, those costs will be treated as a change once that scope has been identified. 22— Plumbing 1. Due to the plumbing system being independent from the existing, no retesting of the existing building systems after tie in has been assumed or included. 23— Heating, Ventilating, and Air Conditioning (HVAC) 1. This estimate has included two(2)wall-mounted mini-split air conditioning units at the Phase 5 Wash-Bay structure. 25— Integrated Automation 1. Conduit pathway for DDC Controls is included, however DDC Control scope of work is understood to be by Owner's Vendor. Page 5 of 7 Bob Bennett Complex—Phases 2 & 5 HENSEL PHELPS GMP Rev1 Cost Estimate �� Submitted: August6, 2025 Plan. Build. Manage. Clarifications & Assumptions 26—Electrical 1. Costs for Oncor new transformer and design is assumed to be by Owner. 2. Conduit pathways only have been included for low voltages systems (Telecom, AV, Security, DDC controls, and Fire Alarm). 3. All lighting and lighting controls have been provided per Legacy Lighting's design and quote provided to Schmidt Electric. 4. Underground ductbanks for power have been included per the Site Electrical Markup Coordination drawing attached. 5. Cost for Alternate WH-A to add fans to the existing Warehouse as well as Alternate P2-A to add lighting to Parking Canopy P2 Soffit has been included per Owner direction. 27—Communications 1. Underground ductbanks for communications cabling and fiber have been included per the Site Electrical Markup Coordination drawing attached. 2. Scope for pathways has been provided per the Responsibility Matrix. Need to attach. 28— Electronic Safety and Security 1. It is assumed that the existing Silent Knight Fire alarm system will be expanded as part of the Phase 2 Main Building Expansion and that the existing Control Panel is capable of this expansion and the devices to match are readily available and supported by the manufacturer. 2. Testing of the existing fire alarm system is included, however, any remediation necessary to the existing as a result of a failed test, is not included. 3. No emergency responders' system or cellular DAS is included. 31 —Earthwork 1. We have assumed the existing site is generally at final elevation,therefore we have not included costs for large site cuts or fills. 2. We have included Geogrid and at HMAC paving per Option 2 of the Geotechnical Report. 3. We have included over-excavation of 5'-0"at the Office, 2'-0" at the Warehouse and 0'-0"at the Utility Shop and importing of select fill to bottom of slab per the Geotech Addendum Letter#1 dated 6/25/2024. Pad at Parking Canopy P3 has been included as 2'-0" of over-excavation and select fil to bottom of slab elevation. 32— Exterior Improvements 1. No costs have been included for landscape furnishings (benches, bike racks, etc.). 2. No costs have been included for relocating existing trees or for an arborist to maintain existing trees. 3. Costs associated with water usage for landscape maintenance have not been included. 4. Currently, the Geotech calls for reinforcing of#4's at 12" on center both ways, but the Civil drawing sheet 1-0002 Note 8 under Street and Drainage Notes heading says#4's at 14" on center both ways. This estimate has included the spacing listed in the Civil drawing not the Geotech Report. Page 6 of 7 Bob Bennett Complex— Phases 2 & 5 HENSEL PHELPS GMP Rev1 Cost Estimate Submitted: August 6, 2025 Plan. Build. Manage Clarifications & Assumptions 5. Costs associated with five(5)Automated Vehicle Access Gates have been included on the Phase 5 Site. 33— Utilities 1. We have not included temporary rerouting of existing site utilities due to demolition or excavation activities. 99—Allowances 1. 3 Hr Rated Assembly Design Development $250,000 2. Inspector Wish List $100,000 3. Zero/Six Drawing Review of Waterproofing/Envelope $7,500 4. Furniture Coordination $25,000 5. Additional Gas Line Exploration $7,500 6. Storm Trooper Interceptors $300,000 7. Phase 5 Work $5,251,884 8. Phase 1 Work $110,274 Page 7 of 7 :- 'WI IlliAkit:I - 1 • . friallEiMAIIII i rh , , North Access .... Sector 2C: Sector 2D: Rd Not Included -.• Warehouse - Utility Shop - . _. . PEMB Structure PEMB Structure . • . _ --- ..... .... , ... 1111= 01====== 0= 0110110= •11= =01111001001 == 80101111=11111 M=110=111=1/ =1111101=11M 1100 11110111= =11 ''' 241 ' ' -7 --^ --' ''''," ."."--'. , .... -`•. I I I I I 111111111 II I III 1111111-11 , 1111111 II 111111 ir 111111111 I . •" •• •• • . • -••• I • 11, 1 I \It.".. ' „. • , „,,I, V. I._.NIX 1, , T ,, PHASE Di .._ , ,. ..i.•r,..1 HASE2 Jl ir WAREHOUS l.'.•'..i'. •I jI. , . . .. , • p .! ..1 III - -- . ..... , ve _ ... . , .,... ,.. 1 i-1:11-111, ,— ,.„... 1 , 0,-- 1 - __. s.•I E , El I,.• I, ' ': 1 41, ie. e z 1 lio• I II . 4 Ne q .„ 110. f 1 I rj ::- f - r- smite 40A —10 ti., Sector 5: Fuel(F) - , ,:-......, ' \N ylliii,o- iiiiil,,t • . 1 r-4 . li" - •... & Wash(W) Bays - 1 , ' -- rtit- I A , _ . . -, ,-----.4--, 01114."It PEMB ALT - .- __ - . _ - • , , , -. .. . 10.7.,,1:111:12111 1:\-` - . ., ...1 . I -.•.,f- .10.16,5 .1., M 111111111 I I I MI',- AR PI F4,(-2,117W- ,k •''- - '--4.--- ' I _) • ',. 1. .e.. , • . ..: • 1 ) I , C % _ ,41106 ir. ,,, . _ . ...... _• .... _ .. _ i ----i ,...? - .. dr . Sector 2B: Site & i , , -„,r--r.7 i ;..,ssilk" . • •• Civil + Covered PEMB --, ,-,---- Sector 2E: Main ., . ....- Parking Canopies -. . - 4:•;„ I • tsfi' • ..,,.. :N 40 Building Expansion . . . , 1 null (P1 , P2, P3) i i , ....._ , .., - Steel Structure 1 L ,i... .' „...... 1111111111111 - Appendix S - Sector Breakdown Ph 2 & 5 ONLY ' .2, .. g-T11.0,17-11.4,====r-•f A MIL 1 = I I C 1044.1-=-411 01 4 11=AWMart......Ars,....m. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No. Discipline Question Date Submitted Response Date of Response Finish plans indicate the Utility Shop&Warehouse are to have Polished Jacobs Response:Correct,finish plans are incorrectly tagged.All floor 001 Phase 2 1-A140/1-A141/1-A142 Architectural Concrete flooring finish throughout Please confirm this is correct as existing is 6/25/2025 surfaces for both Warehouse and Utility shop should be'CFS'in lieu of 6/25/2025 Sealed and not Polished. the indicated'CFP' 002 Phase 2 Fire Protection Please confirm no new fire pump is needed at the Warehouse 6/25/2025 Jacobs Response:Confirmed,no new fire pump is needed at the 6125/2025 warehouse Jacobs Response:Per confirmation from Owner received on 6/25,no 003 Phase 2 2-A131 Architectural Please provide Basis of Design for Static Dissipative Tile floor called out in 6/25/2025 SDT will be in scope.Telecom room will match phase 1 condition with 6/25/2025 "TELECOM 127" 'CFS'sealed concrete flooring.This change will occur as part of CD devleopment between 65%and 95% 004 Phase 2 2-A700 Architectural Please confirm Tile Types for the following Rooms.Currently no designation 6/30/2025 Jacobs Response:All restroom flooring will be TL1' 6/30/2025 on floor or partition tile type.Rooms 131 B,133B,211,212 _ Please proivde existing fire alarm system asbuilts to determine if system is HPCC Response: Phase 1 Submittals can be found in the Drawings 005 Phase 2 284621.11 Fire Alarm capbable of meeting expansion requiremetns or networking requirements for 6/30/2025 7/1/2025 folder on Building Connected. phase II. HPCC Response: Earthwork subcontractor to bring building pad up to Earthwork/TK Please clarify what elevation the building pad should be brought up to by the bottom of slab.All foundation elements should be neat dug by TK 006 Phase 2 Concrete Earthwork subcontractor. 6/30/2025 Concrete subcontractor with exterior face formed as noted in the contract 7/9/2025 Bid Package Subsystem documents. Backfill after foundation elements are placed and any fine 1.01 grading necessary prior to vapor barrier placement is by TK Conrete sub. HPCC Response: Yes,per the bid form and TK Concrete bid breakdown, 007 Phase 2 65%Construction Structural Please confirm all bidders are to include the concrete scope for the Main 6/25/2025 the Main Building Foundation should be included in the base bid even 7/1/2025 Documents Building Expansion in their bids? though it is 65%CD's. It was mentioned at the prebid that their was demolition to be included in the HPCC Response:Refer to Appendix T-Concrete Demo Responsibility 008 Phase 2 Structural Turnkey Concrete scopes.Please clarify the areas of demolition required to be 6/25/2025 7/1/2025 Markup Drawing and Appendix U-Demolition Coordination Drawing included? 009 Phase 2 Bid Package Subsystem Structural Inclusion#1 mentions piers for a'mockup structure".Where is this mockup 7/1/2025 HPCC Response: No mockup structure or tower crane foundations are 7/1/2025 1.01 defined in the documents? required,see revised language for this inclusion issued via Addendum. 010 Phase 2 Bid Package Subsystem Structural Inclusion#1 mentions piers required for a"tower crane foundation".Where is 7/1/2025 HPCC Response: No mockup structure or tower crane foundations are 7/1/2025 1.01 the foundation defined in the documents? required,see revised language for this inclusion issued via Addendum. HPCC Response: Disregard requirement,any concrete pumping required 011 Phase 2 Bid Package Subsystem Structural Inclusion#32 says that,"All concrete is assumed to be pumped by the 7/1/2025 due to limitations of access and specification requirements are by 1.01 TK 7/1/2025 1.01 Subcontractor".Does this include small placements as well? Concrete. HPCC Response: Foundations and Slab on Metal Decks are intended to 012 Phase 2 Bid Package Subsystem Structural Inclusion#33 mention placements during"night-time hours".For bidding 7/1/2025 follow a typical off hours placement schedule. Exact placement times to 7/10/2025 1.01 purposes,please clarify the amount of night time placements anticipated? be coordinated and approved by HPCC Supt. Inclusion#43 mentions a"full-time,on-site superintendent".The bid package 013 Phase 2 Bid Package Subsystem Structural alludes to it,but please confirm that this person cannot be shared with another 7/1/2025 HPCC Response:Confirmed. 7/112025 1.01 project? HPCC Response:Confirmed,all concrete related engineering layout As far as'engineering layout',exclusion#3 and inclusion#50 appears to 014 Phase 2 Structural 7/1/2025 should be included in 1.01 TK Concrete pricing. Primary Control and 7/9/2025 Bid Package Subsystem conflict.Please clarify if engineering layout dollars should be included in secondary control(benchmarks and offsets)for the project is by CMAR. 1.01 everyone's bid'? RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeciDwg No Discipline Question Date Submitted Response Date of Response 015 Phase 2 Bid Package Subsystem Structural Please clarify the expectation of inclusion#51 for"post-placement as-built 7/112025 HPCC Response: See revised language stating to"provide'as-built 7/912025 1.01 information'assist? information to the Company post placement. 016 Phase 2 Bid Package Subsystem Structural 7/1/2025#11 mentions"capillary fill"beneath the slab on grade.We couldn't HPCC Response:Per Geotech Report,no capillary is required. 7/912025 1.01 find the thickness for this on the drawings.Please clarify? Language has been updated. Bid Package Subsystem Inclusion#8 mention placements during"night-time hours".For bidding HPCC Response: Pour placement plans and quantities are the 017 Phase 2 1 08 Civil u ses,please clarifythe amount of night timeplacements anticipated? 7/1/2025 resonsbilityof the proposer,pleaseprice accordingly. 71912025 P� 9 P P Po HPCC Response: Yes,Rooms Mechanical 136&Electrical 137 will 018 Phase 2 Bid Package Subsystem Architectural Inclusion#1 of subsystem 1.08 mentions"exterior equipment pads".Are any 7/1/2025 require concrete equipment pads for equipment scheduled there. 7/10/2025 1.01&1.08 interior equipment pads to be included in subsystem 1.01? Proposal language has been updated to include this scope. 019 Phase 2 Subsystem 1.08 Civil This subsystem mentions specification 32 1313-Concrete Paving.We don't 7/1/2025 HPCC Response: Per Table of Contents,321313 CONCRETE PAVING— 7/712025 see that spec in the Project Manual.If not included,please provide? Refer to City of Round Rock Standard Specification Series 200&300 This subsystem mentions specification 32 1316-Decorative Concrete Paving. HPCC Response. Per Table of Contents,321316 DECORATIVE 020 Phase 2 Subsystem 1.08 Civil 7/1/2025 CONCRETE PAVING—Refer to City of Round Rock Standard 7/7/2025 We don't see that sepc in the Project Manual.If not included,please provide? Specification Series 400 Please reference detail 3 of drawing C013.This details mentions,"compacted HPCC Response:The Goetech Report was provided on Building 021 Phase 2 C013 Civil subgrade per geotech report dated April 20,2017".We don't see this report in 7/1/2025 Connected in the Bid Documents folder with the original issuance. 7/712025 the contract documents.Please provide? This drawing shows"decorative pavers".Please provide a cut section of this, Jacobs Response:No decorative pavers.This should simply be scored 022 Phase 2 C012 Civil 7/1/2025 7/3/2025 or assumed thicknesses of all required layers? concrete only.Will revise as part of Addendum Inclusion#1 mentions"retaining walls and footings".By this do you mean the HPCC Response:retaining walls and footings are found at the exte or 023 Phase 2 Subsystem 1.08&C013 Civil "mortared rock wall"on drawing C013? 7/1/2025 stairs on grade located on the North and South of the Buildings. 7/10/2025 Reference structural drawings 2-S-111 for these elements. Jacobs Response:Mortared rock wall is not accurate.Wall will be broom Is their any engineering required for the"mortared rock wall"on drawing finished concrete,similar to existing phase 1 site walls.Civil will revise as 024 Phase 2 C013 Civil C013?Also,please provide a specification for this scope of work. 7I112025 part of addendum 001.Civil will identify extent and top/bot of wall, 7/3/2025 structural will detail the retaining walls as part of package 2 development 025 Phase 2 Subsystem 1.08 Civil Inclusion#1 mentions"exterior stairs and landings'.Please provide an 7/112025 HPCC Response: Exterior steps on grade found on sheet 2-S-111. 7/10/2025 example of where these are located on the drawings? 026 Phase 2 Subsystem 1.08 Civil Inclusion#1 mentions"dumpster pads'.Please provide an example of where 7/1/2025 HPCC Response: No dumpster pads are required,disregard. Scope 7/10/2025 these are located on the drawings? language will be updated in Addendum to reflect this. HPCC Response: Yes. In general,concrete elements shown on the 027 Phase 2 65%CD;2-L205 Landscape Detail D3 shows a concrete"mow strip".Should this be included in the structurals should be priced with the 1.01 TK Concrete subsystem and 7/1/2025 7/2/2025 Subsystem 1.08? concrete elements shown on the dvils or landscape should be priced with the 1.08 Site Concrete Paving subystem. Jacobs Response:Structural drawings are in development.Please refer to Sheet 1-0016 for elevation information regarding the plan south Please provide assumed heights for the retaining walls running east/west on retaining wall.Please also note that Civil has resolved grading at the West 028 Phase 2 65%CD;2-S101 Structural 7/1/2025 side of the building such that retaining wall is no longer required there. 7/2/2025 the north and south sides of the building?The drawings are not super clear. Structural drawings will continue development into 95%to match the Civil conditions illustrated there.Civil sheet also indicates the plan north grade condition. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No. Discipline Question Date Submitted Response Date of Response Jacobs Response:Jacobs will identify on plan where the existing controller was identified to be located,but cannot confirm that it was installed at that location.Contractor will need to field verify controller location.The cistern system is separate and is next to the pump,as Please provide location of existing Imgation Controller and electrical located by the survey.Landscape plans will be updated to reflect this 029 Phase 2 Landscape 7/2/2025 information as well.Regarding tie-in,it's a 2-wire system and the irrigation 7/2/2025 requirements(if neccessary)for new system be-in remote control valve detail shows the wire splice with decoder.There is no need to run wires back to the controller.The cistern system is conventional wiring and can manifold the new valve next to the original. The cistern system will require connection to the controller,but is a short distance. 1-EQ100,1-EQ101,1- Jacobs Response:Refer to Spec 105600"Storage EquipmenC.If 030 Phase 2 60102 Equipment Please provide BOD and/or model#'s for required new equipment 7/2/2025 information requested is not represented there,please resubmit RFI 7/2/2025 question HPCC Response: Structural plinths will be required at P1 parking canopy foundations. For bidding purposes,assume footings are in place and top of footing is located 2'below top of paving. Plinths should extend from top of fooling to elevation 760'to allow for a consistent steel column baseplate elevation for Parking canoy. Plinths as well as sawcutting and removal of 7/2/2025 031 Phase 2 2-S501 Structural Please clarify where"structural plinths"are required? 7/2/2025 paving for this work is by TKCconcrete. 7/10/2025 Jacobs Response:Plinths will be required at all perimeter columns and will be used at interior columns as needed based on pier sizes.Plinths will be tagged in the 80%foundation set later in July. Jacobs Response:Generally,plinth heights will match the gradebeams since they are monolithically poured.This will be further clarified in the 032 Phase 2 2-S501 Structural What height should be assumed for the"structural plinths"? 7/2/2025 80%foundation set later in July. 7/10/2025 HPCC Response:For bidding purposes,assume only the footings are in place and new plinths will extend up to elevation 760'. The submittals provided reference Silent Knight 5700 panels with horn strobes; however,the plans include comments indicating a requirement for voice evacuation.The 5700 panel is not inherently equipped to support voice 033 Phase 2 284621.11 Fire Alarm evacuation.If a voice evacuation system is currently installed,it must be 7/2/2025 HPCC Response:Assume system was installed per the submittals. 7/18/2025 utilizing a separate voice evacuation panel,as the 5700 does not have this capability.Please clarify what type of voice panel is currently installed to meet the voice evacuation requirements noted on the plans. 034 Phase 2 284621.11 Fire Alarm The fire alarm submittals for reference depict Hochiki protocol devices.Can we 7/2/2025 HPCC Response:Assume system was installed per the submittals. 7/18/2025 confirm Hochiki protocol devices are installed? If Hochiki protocol devices are installed which are no longer supported by Honeywell.Is the customer open to replacment of all eixitng fire alarm 035 Phase 2 284621.11 Fire Alarm detectors,modules,and other intelligent devices being repalced with a 7/2/2025 HPCC Response:Currently Phase 1 is not part of project scope. 7/18/2025 suppored protocol such as Silent Knight.If this is the case we will need a full list of devices currently installed. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase Speclowg No. Discipline Question Date Submitted Response Date of Response Pricing Breakdown- The unit price breakdown for Turnkey Concrete calls for a"Dry-Shake HPCC Response:95%Spec Book section 0330000-3.8.G calls for Dry- 036 Phase 2 Turnkey Concrete General Hardener.Where is this defined in the project documents? 7/3/2025 Shake Hardener to be applied in accordance with manufacturer's 7 7 2025 instructions 037 Phase 2 Pricing Breakdown- General The unitd price breakdown for Turnkey Concrete calls for"FF Premium Add". 7/3/2025 HPCC Response:95%Spec Book section 0330000-3.8.C.7.a states all 71712025 Turnkey Concrete Please define what this means? Slabs on Ground are to meet FF45&FL35. Reference sheets 2-A111&2-A113 for Partial RCP Plans at the Main Building. Jacobs Response:Window treatments are identified on finish plans 038 Phase 2 2-Alt 1,2-A113 Architectural It is unclear where the WT1&WT2 roller shades are to be located,please 7/3/2025 7/7/2025 clarify. (Sheet 2-A13_Series drawings) Women's Locker 131A is tagged for RB1 rubber base and TB1 tile base,but I Jacobs Response:Tile base is required where tile flooring is indicated. 039 Phase 2 2-A131 Architectural do not find any notations or elevations showing the extent of either.Please 7/312025 RB is required at all other locations.Transition between base types occurs 7/8/2025 clarify. as location where floor types transition Jacobs Response:All egress stairs shall be concrete filled steel treads Spec Section 09 65 13-2.3 calls for rubber stair treads,risers,and stringers; and risers to match phase 1.The open stairwell is anticipated to be Section 2.4 calls for vinyl stair treads,risers,and stringers.Neither is called out polished concrete precast stair with open riser,as previously discussed. 040 Phase 2 096512-2.3/2A700/2A701 Architectural on the 2-A700 Room Finish Schedule,the 2-A701 Materials Index Interiors, 7/3/2025 Paragraph identifying vinyl stair treads/risers/stringers will be removed 7/8/2025 nor any of the Finish Plans.Are these to be included,and,if so,rubber or from the specification.Please note that sheet 2-A700 will be removed vinyl?At all egress stairs? from the set such that the finish plans govern without conflict.All changes will be reflected in forthcoming Addendum. Jacobs Response: Please note that sheet 2-A700 will be removed from the set in forthcoming addendume such that finish plans govern without conflict. Following rooms are tagged for RB1,but the Room Finish Schedule calls for Breakroom 1221123:RB2 041 Phase 2 2-A131,2-A132,2-A700 Architectural RB2.Please clarify.(Breakroom 122,Breakroom 123,Vestibule 131,Corridor 7/3/2025 Vestibule 131:RB1 7/8/2025 C12,Corridor C13,Vestibule C14,Lobby C15,Corridor C16,Stair S3.1, C12,C13:RB2 Corridor C20,Corridor C21,Corridor C22,Corridor C23,Stair 3.2) C14:RB1 C15,C16:RB2 Stair 3.1:RB1 C20,C21,C22,C23:RB2 Stair 3.2:RB1 Pipe size and routing of Gas Lines do not line up between'Gas Line"drawing Jacobs Response:Drawings will be clarified and revised in forthcoming 042 Phase 2 1-0036,1-0037 Civil and"Underground Utilities"drawing.Please confirm which is correct sizing and 7/3/2025 Addendum 7/8/2025 routing. Utility Shop Restroom 320:1-A140 Finish Plan has RB3 tagged as the wall Jacobs Response: 043 Phase 2 1-A140,2-A700 Architectural base,but 2-A700 Room Finish Schedule calls for the wall base to be TB2. 7/7/2025 7/8/2025 Please clarify. All base TB2.Please note that sheet 2-A700 will be removed from the set in forthcoming addendume such that finish plans govern without conflict. Jacobs Response: 044 Phase 2 1 A141,2-A700 Architectural 1-A141 Finish Plan calls for both L02 Mezzanine rooms 327&328 to receive 7/7/2025 7/812025 RB3 wall base,but 2-A700 Room Finish Schedule calls for RB1.Please clarify All base RB3.Please note that sheet 2-A700 will be removed from the set in forthcoming addendume such that finish plans govern without conflict. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase Spec/Dwg No. Discipline Question Date Submitted Response Date of Response Jacobs Response:Great question,thank you for asking!demo/new work Please confirm that the demo exact limits shown are supposed to be replaced limits should be taken to the nearest control/sawcut joint.This information 045 Phase 2 1-0007 Civil with concrete paving,and not the nearest(control or sawcut)joint?We've seen 7/7/2025 has not been surveyed and will not be added to the drawing.We will 7/14/2025 it that way on other jobs. include a general note clarifying the intent as part of the IFC set. Please provide joint spacings(i.e.control,expansion,sawcut)for the new rigid HP Response:Reference Sheet 1-0002,Street&Drainage Notes#8 for 046 Phase 2 1-0007 Civil paving?I don't see these details on the drawings. 7/712025 expansion and control joint requirements. Jacobs Response:No decorative pavers in scope.Civil drawings will be 047 Phase 2 1-0007 Civil Are the Decorative Pavers in the Site Concrete scope,or Landscaping? 7/7/2025 revised to identify this pattern as scored concrete.Refer to forthcoming 7/8/2025 addendum 048 Phase 2 1-0012 Civil Please confirm the scale is incorrect for drawing 1-0012? 7/7/2025 Jacobs Response:Scale has been addressed 7/14/2025 Around the south of the Utility shop building,the demolition boundaries,and 049 Phase 2 1-0007&1-0012 Civil new pavement boundaries don't match.Please clarify,or revise the paving 7/7/2025 Jacobs Response:Boundaries have been syncronized 7/14/2025 plan? Please confirm Curb and gutter is requred at the west and southwest edges of 050 Phase 2 1-0010 Civil the warehouse rigid paving areas?Ifs inferred,but not specifically called out 7/7/2025 Jacobs Response:Curb and gutter have been clarified 7/14/2025 on the drawings? 051 Phase 2 1-A101 Architectural Reference sheet 1-AtOt,detail Al. Door P1808.1 into room P1808 is an OH 7l7/2025 Jacobs Response:No,OH door is desired by stakeholders 7/8/2025 door. For use of wall space and cost,could a HMDF be used in this location? Reference sheet 1-G004 Note#19. Please confirm that requirement for X-ray Jacobs Response:Confirmed,this requirement is for structural slabs only. 052 Phase 2 1-G004 General is for structural concrete only and not concrete paving. 7f712025 Civil slab does not require this. 7/8/2025 053 Phase 2 1-0016 Civil The scale for this drawing appears to be incorrect.Please clarify? 7/7/2025 Jacobs Response:Scale has been addressed 7/14/2025 Jacobs Response:This note cannot be removed and would apply if and Reference sheet 1-G004 Note#20. Please confirm the inclusion of rework to where specific scope shown in the construction documents would require 054 Phase 2 1-0004 General "exisiting concrete floors"can be removed. It is understood that work in Phase 7/7/2025 it. 7/16/2025 1(other than included in these drawings)is not included in scope. HPCC:Confirmed that this note would only apply to specific cases if/when encountered and directed to address by CoRR. Reference sheet 1-G004 Note#20. Note#20 states to flatten any concrete Jacobs Response:Notes are not contradictory as specification 033000 is floors that are outside of 1/8":10'.This is inconsistent with Specification mended for new concrete,whereas note 20 addresses floors that are"out 055 Phase 2 1-G004 General 033000.3.3A and ACI 117. Please confirm that tolerances in Spec 033000 7/7/2025 of specified tolerances".I.e.when and where noncompliances arise either 7/16/2025 and ACI 117 will govern. in new or existing concrete,remedy shall be provided per note 20. HPCC:Reference response for RFI 054. Reference sheet 1-0002 Street&Drainage Notes#10. Power and Jacobs Response:Acknowledged.This will have to be worked out with 056 Phase 2 1-0002 Civil Communications ductbank will need a variance to traverse above storm sewer 7/7/2025 7/14/2025 utilities at SD LN G and F. Please confirm variance. CoRR during The permit process Reference sheet 1-0002 Water&Wastewater Notes#8. This note should be Jacobs Response:These are standard CoRR notes and cannot be 057 Phase 2 1-0002 Civil deleted or modified.Contractually water permits,meters and usage is 7f//2025 7/14/2025 changed without express written direction by the Owner provided by the CoRR. Please confirm. Reference sheet 1-0002 Round Rock Fire Department Notes#11. It is Jacobs Response:No Knox box on the main again.Main building will 058 Phase 2 1-0002 Civil understood that existing gates or Building have knox box and no addiitonal are 7/7/2025 have an added knox box at the plan West entrance.Drawings to be 7/14/2025 anticipated for Phase 2 scope. Please confine. updated as part of the 65%design effort RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase Spec/Dwg No. Discipline Question Date Submitted Response Date of Response Reference sheet 1-0002 Round Rock Fire Department Notes#8. Please 059 Phase 2 1-0002 Civil confirm who will be responsible for scheduling the pre-enhancement radio 7/7/2025 Per CoRR,City is responsible for pre-enhancement radio survey 7/16/2025 survey. Hensel Phelps or City of Round Rock. Reference sheet 1-0007. Please confirm bollards at the NW and SW corners Jacobs response:Refer to architectural sheets for demo of existing 7/8/2025 060 Phase 2 1-0007 Civil 7/7/2025 of the existing Shop should be removed to facilitate structure tie in. bollards at building Reference sheet 1-0007.The limits of demo for the water and wastewater 061 Phase 2 1-0007 Civil lines to the Shop are not coordinated with the new paving plan on Sheet 1- 7/7/2025 Jacobs Response:plans have been coordinated 7/14/2025 C012. Please confirm which one should govern or coordinate the limits, Reference sheet 1-0007. Concrete sidewalk demo at the north face of the 062 Phase 2 1-0007 Civil Warehouse to install the new fiber ductbank is not shown. Please confirm this 7R/2025 Jacobs Response:pavement has been coordinated 7/14/2025 demo. Reference sheet 1-0007. South of the Office Expansion there are two extents 063 Phase 2 1-0007 Civil of demo for water and wastewater tie ins. These are not shown as new paving 7/7/2025 Jacobs Response:pavement has been coordinated 7/14/2025 on Sheet 1-0012. Please add to sheet 1-0012. Reference sheet 1-0007. West of the Office Expansion,there is an existing 064 Phase 2 1-0007 Civil light pole that will be in paving in Phase 2. Please confirm this is to be 7R/2025 Jacobs Response:Light pole has been shown to be removed 7/14/2025 removed. If to be relocated,please include new location. Jacobs Response:Field verify new location of sign with CoRR prior to Reference sheet 1-0007.At the south drive gate from Luther Peterson,the install.Civil drawing will be updated for proposed location in forthcoming 065 Phase 2 1-0007 Civil existing Round Rock logo sign is to be relocated. Please confirm if there is a 7/7/2025 addendum. 7/16/2025 desired location. HPCC Response:CoRR to provide direction onsite for new sign location, if needed 066 Phase 2 1-0012 Civil Reference sheet 1-0012. New paving for utility tie-ins at the south of the Shop 7/7/2025 Jacobs Response:pavement has been coordinated 7/14/2025 are not coordinated with the demo of Sheet 1-0007. Please coordinate. 067 Phase 2 1-0012 Civil Reference sheet 1-0012. New paving at the south of the Office Expansion for 7/7/2025 Jacobs Response:pavement has been coordinated 7/14/2025 utility tie-ins is not shown. Please coordinate sheet with 1-0007. Reference sheet 1-0012. The hashed areas are called in the legend to be Jacobs Response:Correct,no decorative pavers in scope.These areas 068 Phase 2 1-0012 Civil concrete pavers. Please confirm this to be Decorative Concrete and not 7/7/2025 7/8/2025 are scored concrete.Drawings will be revised in forthcoming addendum pavers. Reference sheet 1-0012. If decorative pavement is confirmed,please include Jacobs Response:No decorative pavers in scope.Civil drawings will be 069 Phase 2 1-0012 Civil spec 321316 for decorative concrete. This is listed in the Volume 2 Table of 7/7/2025 revised to identify this pattern as scored concrete.Refer to forthcoming 7/812025 Contents,but not included. addendum Reference sheet 1-0012.The stair and sidewalk at the north entrance to the Jacobs Response:Civil governs the extent of this entry that is curb,while 070 Phase 2 1-0012 Civil Office fitness room is detailed in the Package 2 stuctural drawings. Please 7/7/2025 structural will govern the extent of this wall at the stair where grade 7/8/2025 confirm structural details govern this scope and not civil details. change is most drastic. HPCC:Items in question will be detailed in Structural Reference Sheet 1-S100. Reference Phase 1 documents. Phase 1 Jacobs Response: Contractor will need to demo the existing paving at foundation details for P1 indicate that the plinths terminate at grade.The each plinth location and provide the top of concrete elevation to the PEMB 071 Phase 2 1-S100 Structural plinths are not visible onsite at grade. Do the plinths stop at underside of 7/7/2025 manufacturer and the design team for final coordination,design and 7/1 012 0 2 5 paving?Are there plinths installed out of the mat footing?Please provide new detailing.Contractor to provide as built condition of each plinth that detail for adding or extending the plinth. includes installed anchor rod sizes and layout,etc.A detail with anticipated work has been provided in the 07/10 addendum. RFI Template Disciplines 'I.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase Spec/Dwg No. Discipline Question Date Submitted Response Date of Response Reference Sheet 1-5004 Detail 12. The loads for the darker shaded area of Jacobs Response:Darker area was a visibility item for the raised slab at 072 Phase 2 1-S004 Structural the Shop are not provided in the loading diagram legend. Please provide. 7/7/2025 the Utility Shop.Design loads for the entire plan are the same.The 7/10/2025 visibility item has been corrected for the 07/10 addendum. Reference Sheet 1-S102. Please confirm P2 is one section at 450LF as Jacobs Response:P2 Delegated design is ongoing and being revised to 073 Phase 2 1-3102 Structural7/7/2025 align to design intent.Structural will update based on the final condition 7/10/2025 indicated in detail 12 this sheet. for the 80%foundation set if decision is made in time. Reference Sheet S-501 Continuous Footing Schedule. Reinforcing Jacobs Response:Continuous footing reinforcement schedule has been 074 Phase 2 1-S501 Structural 7/10/2025 is missing. Please provide. 7/8/2025 filled out for the 07/10 addendum. Reference Sheet S-502 Detail 01. Please provide reinforcing for the mat Jacobs Response:For the 07/10 addendum,a note has been added to 075 Phase 2 1-S502 Structural 7/8/2025 7/10/2025 portion of the footing. Information for CF48-18 from sheet 1-S501 is missing. the detail to refer to the continuous footing schedule. Reference Sheet S-502 Detail 02. Reinforcing information is not included for Jacobs Response:Referring note in the detail has been updated to point 076 Phase 2 1-S502 Structural the vertical beam portion of the footing. Please confirm this is the same as 7/8/2025 to 0111-S502 for additional information,which would include the 7/10/2025 01/1-5502 or provide. reinforcement. Reference Sheet S-502 Detail 02. This detail references 01/1-S503 for Jacobs Response:Referring note in the detail has been updated to point 077 Phase 2 1-5502 Structural 7/8/2025 to 01/1-S502 for additional information,which would include the 7/10/2025 additional information. Sheet 1-S503 is not included. Please provide. reinforcement. Jacobs Response:Confirmed.At the contractor's option,hooks can either 078 Phase 2 1•S502 StructuralReference Sheet S-502 Details 03,04,12. Please confirm the hook dowel is 7/8/2025 be included at the end of the main slab mat reinforcement bars,or Class B 7/10/2025 the same sizing as the SOG mat(#4). lapped hooked dowels can be placed adjacent to the main slab mat reinforcement bars. 079 Phase 2 1-S105 Structural Reference Sheet 1-S105. Continuous footing at perimeter of P3 is called to be 7/8/2025 Jacobs Response:Continuous footing reinforcement schedule has been 7/10/2025 CF78-16. Please provide missing bar information from CF table on 1-S501. filled out for the 07/10 addendum. 080 Phase 2 1-5105 Structural 7/8/2025 Sheet 1-S105. Please provide reinforcing information for plinth P28- Jacobs Response:Plinth schedule has been added to sheet 1-S501 for 7/10/2025 28. the 07/10 addendum. Reference Sheet 1-S105 Detail 11. This detail is for the north perimeter beam Jacobs Response:Detail 11 is correct as there is no Continuous Footing 081 Phase 2 1-S105 Structural at the ecnlcosed portion of P3. Please provide a CF designation so reinforcing 7/8/2025 'since there is not a CMU wall.Section cuts for detail 03 have been 7/10/2025 is known. updated to 04 for the 07/10 addendum. Reference Sheet 1-S105. Detail 10 is called out as a cut section for interior Jacobs Response:Section cut for detail 10 has been shifted for the 07110 082 Phase 2 1-S105 Structural beam at the enclosed portion of P3. Please confirm this should be a 5/1-S502 7/8/2025 addendum. 7/10/2025 or provide call out for footing type if 10/1-S502 is correct. Reference Sheet 1-5110 Detail 17. The enlargement call out at the bottom Jacobs Response:The visual issue with the Callout reference to 06/1- 083 Phase 2 1-S110 Structuralright corner is unclear. Please clarify. 7/8/2025 S110 has been cleared for the 07/10 addendum. 7110/2025 084 Phase 2 1-S120 Structural Reference Sheet 1-S210. The enlargement call out on detail 17 is unclear. 7/8/2025 Jacobs Response:The visual issue with the Callout reference to 06/1- 7/10/2025 Please clarify. S120 has been cleared for the 07/10 addendum. 085 Phase 2 1-5120 Structural Reference Sheet 1-S210 Enlargement 06. Please provide reinforcing Jacobs Response:Continuous footing reinforcement schedule has been 7I812025 7110I2025 information for continuous footing CF48-18. filled out for the 07/10 addendum. Jacobs Response:Frame type"A"applies to all exterior single and double Reference Sheet 1-A600,Door Schedule Utility Shop.All frame types are doors.OH door frame conditions are dictated by the PEMB designer and 086 Phase 2 1-A600 Architectural 7/8/2025 the selected OH door supplier.Door schedule will be updated to reflect a"- 7/812025 called out as Type A. Please provide corrected door frame types. at OH doors as a result.Changes will be reflected in the forthcoming addendum. Reference Sheet 1-P121. Will confirm in shop drawimg submittals,but in Jacobs Response:Yes,as long as they are installed per 2015 IPC section 087 Phase 2 1-P121 Plumbing general can vents be routed to perimeter side walls as neccessary to limit roof 7/8/2025 7/8/2025 pemetrations? 093.1.4 and 093.5 RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No. Discipline Question Date Submitted Response Date of Response Jacobs Response:Rebar is required for all duct banks under drivable spaces.Structural will need to provide the sizing of the rebar.Structural Feedback:Entire electrical duct bank shall be encased in 3000PSI(3KSI) pea gravel concrete.Prior to concrete being poured and trench being Reference Sheet 1•E500 Detail Cl. Please confirm rebar is not required in back-filled,Oncor energy requires inspection and approval of work for 088 Phase 2 1-E500 Electrical 7/812025 extent of trenching that is included within the area of easement.Rebar 7/22/2025 electrical ductbank. If rebar is required,please provide reinforcing information. shall be sized(5)#5 bars top and bottom with#4 stirrups at 4'-0"o/c max. Reinforcement provided is based on ACI minimums for temperature and shrinkage and assumes duct bank does NOT span or receive any direct structural loading.Alert Jacobs to any deviating conditions for further direction,prior to implementing the work. 089 Phase 2 1-E500 Electrical Reference Sheet 1•E500 Detail A5. Please confirm rebar is not required in 7/8/2025 Duplicate RFI,see response to item 088 above 7/8/2025 electrical ductbank. If rebar is required,please provide reinforcing information. Reference Sheet 1-E700 Lighting Fixture Schedule. Fixtures 81,B1 E,JE and Jacobs Response Mounting heights will be identified in addendum 090 Phase 2 1-E700 Electrical JE2 reference the architectural plans for mounting heights. Heights are not 7/8/2025 7/8/2025 issuance indicated. Please provide. 091 Phase 2 1-TS101 Telecom Reference Sheet 1-TS101 Key Note#4. This ductbank to remain with 7/8/2025 Jacobs Response:Confirmed 7/10/2025 exception of portion removed under Shop expansion. Please confirm. 092 Phase 2 1-TS101 Telecom Reference Sheet 1-TS101 Key Note#12.This handhole is not to be installed 7/8/2025 Jacobs Response:Confirmed.HH will not be installed. 7/10/2025 per CoRR direction. Please confirm. Jacobs Response:Confirmed.vacant conduit is to be abandoned in place Reference Sheet 1-TS101 Key Note#14.These conduits will not be used in and demo'd as needed for construction of phase 2.Connection between 093 Phase 2 1-TS101 Telecom Phase 2 construction and will demoed for structural subgrade preparation. 7/8/2025 phase 2 IDF and phase 1 MDF will run internally to the building.The 7/10/2025 Please confirm. Telecom site plan will be revised in forthcoming addendum.The main building telecom design will continue as part of package 2 with next issuance being 95%in late October. Jacobs Response:The new HH structure specified to be used is the Reference Sheet 1-TS101 Key Notes#16 and#17. It is planned to install a Hubbell 36"x 60"x 30'box PG3660Z439FC4. This is a solid bottom HH straight conduit run from the new hand hole(Key Note#3)to the Warehouse. that only allows straight conduit exits from end walls side walls.The 094 Phase 2 1-TS101 Telecom 7/8/2025 only option for a single,straight conduit run is to angle the Hubbell HH to 7/10/2025 As such,items in key note#16 and#17 would not be needed based on degree point directly at the open bottom HH adjacent to the warehouse as the of bend. Please confirm. locations are offset horizontally.This would eliminate the need to the sweeps as shown. Otherwise at least one sweep will be required. eference Sheet 1-TS101 Key Note#18. Per CoRR direction,this to be a Jacobs Response:LBs have been eliminated in the forthcoming R 095 Phase 2 1-TS101 Telecom Ref eren18"pull box,not an LB. Please confirm. 7/8/2025 addendum.The specified wall mounted NEMA endosure in the final 7/10/2025 18" design is 18'x 18'X 8'wall box. 096 Phase 2 1-TS101 Telecom Reference Sheet 1-TS101 Key Note#1. Compromised MH to be replaced,not 7/8/2025 Jacobs Response:Confirmed. Damaged MH will be removed,not 7/10/2025 relocated. Please confirm. relocated. Note has been updated in the forthcoming addendum. Reference Sheet 1-TS101 Key Note#2. No ductbank connectivity is needed Jacobs Response:Confirmed. Connection to compromised MH is 097 Phase 2 1-TS101 Telecom to the old telecomm ductbank as this will be abandoned in place. Please 7/8/2025 7110/2025 removed and keynote 2 is updated in the forthcoming addendum. confirm. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No. Discipline Question Date Submitted Response Date of Response Reference Sheet 1-T104 Key Note 1. Per CoRR direction,this connection to Jacobs Response:Confirmed. On 1-T104,keynote 1 has been revised to 098 Phase 2 1-T104 Telecom be made in 18"x18"pull box,not an LB. Please confirm. 7/8/2025 remove LBs and to specify an 18"x 18"x 8"pull box in the forthcoming 7/10/2025 _ addendum. Jacobs Response:Per consultation and agreement with Austin Structured Reference Sheet 1-T104 Key Notes#3 and#4. Per CoRR direction,cable is Cabling,conduit will be used. Keynotes have been adjusted to reflect the 099 Phase 2 1-T104 Telecom to be ran in J-hooks not conduit. Please confirm. 7/8/2025 discussion with Austin Structured Cabling representative on 7/8/2025 in 7/10/2025 the forthcoming addendum. Reference Sheet 1-T105 Enlargement 2.Are the BET and TEQ in the NC&S Jacobs Response:Both the BET and the TEQ are lockable cabinet 100 Phase 2 1-T105 Telecom 7/8/2025 enclosures. Lockable cabinets for the BET and TEQ are to remain in 7/10/2025 to be installed as shown on the unsecure side of the room? place on the plan east wall(current location) 101 Phase 2 1-T105 Telecom Reference Sheet 1-T105 Detail 1 and 2. Please confirm this is Parking 7/8/2025 Jacobs Response:Confirmed. Details 1 and 2 have been corrected to 7/10/2025 _Structure P3. P2 is listed. reflect parking structure 3 in the forthcoming addendum. Reference Sheet 1•C010. Ductbank routing to P3 is shown in different Jacobs Response:Electrical site plan is correct.Civil plan will be adjusted 102 Phase 2 1-0010 Civil alignemnt then the Electrical Site Plan. Please confirm Electrical Site Plan to 7/8/2025 7/8/2025 to match.Drawings will be revised in forthcoming Addendum govern. 103 Phase 2 1-S091 Structural Reference Sheet 1-S091. New cast in place stair at Warehouse(Phase 1) 7/8/2025 Jacobs Response:Stair is indicated within the 17/1-S120 plan.Specific 7/10/2025 south elevation is not shown. Please provide and confirm. reference to the stair detail has been added for the 07/10 addendum. Jacobs Response:There is a 1.9'(per Civil 1-0010)between existing utility shop and immediate adjacent phase 2 utility shop.PEMB Shop Reference Sheet 1-A200 Elevations Al and B1.Confirm that at GL BE there drawings will need to be coordinated with exact grade conditions along 104 Phase 2 1-A200 Architectural should be a 1'step in metal panels due to rise in SOG FF Elevation from 7/8/2025 face of building(grade condition is different between south and north 7/8/2025 Phase 1 to Phase 2. sides of building.Intent would be that exposed slab face is minimized; single jog may not accommodate this.Jacobs will review shop drawings _ upon submission. 105 Phase 2 1-F003 Fire Alarm Reference Sheet 1-F003 Note 101. Dashed line for mezzanine above should 7/8/2025 HPCC Response:Correct and addressed in 07/10 Addendum 7/17/2025 be around Room 312 and not around Room 311. Please confirm. 106 Phase 2 1•FOt 1 Fire Protection Reference Sheet 1-F011 Note 710. The 6"line indicated as new is existing. 7/8/2025 HPCC Response:Noted 6"Dry-line to be removed and replaced with new 7117I2025 Please confirm. 6"Wet-line 107 Phase 2 1-EQ100 Equipment Reference Sheet 1-EQ100 Equipment List. Please add specification 7/8/2025 Jacobs Response:Refer to Equipment Notes#1.Note calls out spec 7I812025 referemces for each item tag called out. 105600—Storage Equipment that contains all item tags. Reference Sheet 1-EQ100. How are cantelivered storage arms supported? Jacobs Response:Mounting of equipment in question will be addressed 108 Phase 2 1-EQ100 Equipment Hensel Phelps reccomends a concrete pad.Attaching to PEMB structure may 7/8/2025 7/812025 delay PEMB design. If concrete pad is acceptable,please provide details. in forthcoming addendum. Reference Sheet 1-ED100. Is demo required of existing EV Chargers for Jacobs Response:Addendum issuance will address the relocation of 2 109 Phase 2 1-ED100 Electrical installation of new ONCOR transformer and associated pad? If so,please 7/8/2025 7/8/2025 existing EV charging stations as well as addition of 6 more provide limits of demo. Jacobs Response:While we understand the concern,the Client is focused on native,drought tolerant options.Buffalo grass,once Will alternate to Buffalo Grass be considered?Buffalo is difficult to establish established,is hardy,low water,and low maintenance.We also 110 Phase 2 2-L201 Landscape 7/8/2025 acknowledge current supply challenges.If Subcontractor would like to 7/10/2025 and suseptible to weed invasion. propose an alternative for the Client's consideration,this could be considered as a substitution request.For base bid,please price Buffalo as scheduled. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No Discipline Question Date Submitted Response Date of Response 111 Phase 2 2-S111 Structural Please confirm exterior stair located between gridlines W.5 and X are to be 7/8/2025 Jacobs Response:Confirmed for pricing only.A specific detail will be 7110I2025 detailed similar to that shown on 2-S501 provided in the 80%foundation set later in July. 2-S113,2-5114,25115,2- Jacobs Response:No roof top equipment will be placed on the roofs 112 Phase 2 S116 Structural 'Reference Notes 4&5.Confirm no rooftop equipment is anticipated 7/8/2025 (requirement by the CoRR).Drawings will be updated as part of package 7/10/2025 2 design development. HPCC Response:Confirmed. 113 Phase 2 Multiple Structural Outdoor Canopy to be Steel Structure ILO PEMB.Please confirm. 7/8/2025 7/10/2025 Jacobs Response:Will be developed as part of package 2 design development - 114 Phase 2 2-A520 Structural Reference Detail B1.Please provide detail for Structural Support called out. 7/8/2025 Jacobs Response:Will be developed as part of package 2 design 7/10/2025 development - Jacobs Response:There are a number of acoustically rated partitions in 115 Phase 2 2-A602 Architectural Please confirm no Acoustical Partitions are anticipated. 7/8/2025 the project(refer to partition types on A600-series sheets).Partitions with 7/8/2025 test number rating indicated are classified as"acoustical"assemblies. • Jacobs Response:Overhead doors at package 2 are"frameless"fire 116 Phase 2 2-A610 Architectural Please provide correct Frame Type for OH Doors 112C,112D,C20C,C20D 7/8/2025 rated shutters.Conceptual details are shown on 2-G020.Refer to spec 7/8/2025 083323 for additional basis of design information Jacobs Response:Door 115.2 is an existing door/frame to remain that is scheduled to receive hardware changes/adjustments;door type is inelant Reference the following Doors:115.2,133D.2,S2.2.Please provide correct to the scope of work.Doors 131 D.2133D.2 are exterior HM door that 117 Phase 2 2-A610 Architectural 7/8/2025 should be door type'FV'.Door S2.2 will be removed from the project as 7/8/2025 Door Types as type Q,G,R are not detailed. 'HP performed remediation of this existing door as part of precon services. Door types will be adjusted as part of the 95%CD development of package 2 I RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase Spec/Dwg No. Discipline Question Date Submitted Response Date of Response Jacobs Response: 121.2-SIM to A4/B4 on 2-A630.You may also refer to A31A-314 of the phase 1 set 123.2-SIM to A4/B4 on 2-A630 126.2-SIM to A4/B4 on 2-A630 131D.2-SIM to A4/B4 on 2-A630.You may also refer to A1/A-314 of the phase 1 set. 133D.2-SIM to A4/B4 on 2-A630.You may also refer to A1/A-314 of the phase 1 set. 135.3-This is part of a CW system.Door jamb/head condition would be relative to the specified product Jamb condition of full CW system would be SIM to A4 on 2-A630.Head condition will be detailed as part of 118 Phase 2 2-A610 Architectural Please provide Head/Jamb details for the following Doors:121.2,1232,126.2, 7/8/2025 95%CD development 7/8/2025 131 D.2,133D2,135.3,136,137,C12.C14,S3.1. 136-SIM to A4/B4 on 2-A630 137-SIM to A4/B4 on 2-A630 C12-This is part of a CW system.Door jamb/head condition would be relative to the specified product.Jamb condition of full CW system would be SIM to A4 on 2-A630.Head condition will be detailed as part of 95%CD development C14-SIM to A4/B4 on 2-A630.You may also refer to At/A-314 of the phase 1 set. S3.1-This is part of a CW system.Doorjamb/head condition would be relative to the specified product.Jamb condition of full CW system would be SIM to A4 on 2-A630.Head condition will be detailed as part of 95%CD development.You may also refer to A1/A-314 of the phase 1 set Jacobs Response:Confirmed that currently installed water heater is 119 Phase 2 2-P401 Plumbing Reference Detail 4.Confirm existing water heater that is to be replaced is 7/8/2025 electric.Pre-existing water heater was gas and replaced with an electric 7/8/2025 electric water heater. unit by the Client when the site's gas line failed.New unit will be a gas unit.This will be reflected in the development of package 2 • 120 Phase 2 2-A102,2-A620 Architectural Please provide deaths for Glazing Type"N"as shown on drawing 2-A102 7/8/2025 Jacobs Response:Type'N'is the same as type"C".Will revise as part of 7/8/2025 the document development process 121 Phase 2 1-0012 Civil Please clarify the dowel requirements for the Site Paving(i.e.control joints, 7/8/2025 Jacobs Response:Refer to note 8 under"STREET AND DRAINAGE 7/10/2025 sawcut joints,etc.)?We can't seem to find these on the drawings. NOTES"on sheet 1-0002 Please verify if each run is intended to be provided in 4'segments,per the Jacobs Response:It is intended to provide 4'segments of the length 122 Phase 2 2-E202/2-A111 Electrical Luminaire Schedule(2-E700)or if the intention is to have custom lengths of 8' 7/8/2025 desired.Next design submission will call out each type"M"light to 7/9/2025 and 12'each. eliminate any confusion. A hatched fixture symbol is shown for the(2)runs of Type M.However,these are not tied into emergency circuitry and the Luminaire Schedule does not Jacobs Response:It is intended to provide BOTH a 90 minute battery identify Type M as being equipped with emergency battery packs.Are these 123 Phase 2 2-E202/2-A111 Electrical 7/8/2025 pack and be supplied by an emergency circuit.Next design submission 7/9/2025 fixtures intended to be furnished with battery packs and/or tied into will provide this information. emergency?If so,please provide an updated catalogue number and drawings with the emergency circuit designations. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase Spec/Dwg No. Discipline Question Date Submitted Response Date of Response 1)Please verify if each run is intended to be provided in 4'segments,per the Luminaire Schedule(2-700)or if the intention is to have custom lengths scaled off Architectural RCPs. Jacobs Response:All type M fixtures will be of 4'length.Next design 124 Phase 2 2-E204/2-A113 Electrical 7/8/2025 7/9/2025 a.Note:There are multiple lengths which are not divisible by 4.If 4'segments submission will update the lighting layout in this region. are required,please provide direction and updated drawings with required lengths. 2)The Type M fixture run,second from the left,in the area between Stair (S2.2)and Break Room(207)appears to go through the ceiling baffle. Jacobs Response:The light through the baffle will be removed.Next 125 Phase 2 2-E204/2-A113 Electrical 7/8/2025 7/9/2025 a.ls this run intended to go through the baffled?If not,please provide direction design submission will update this light. and updated drawings with required lengths. 126 Phase 2 1-ES101/1-A001/1-A100 Electrical Ref:Parking Structure P1:What are the power requirements? 7/9/2025 Jacobs Response:Power requirements will be illustrated on forthcoming 7/9/2025 addendum 127 Phase 2 1-ES101/1-A001/1-A100 Electrical Ref:Parking Structure P1:Will lightning protection be required? 7/9/2025 Jacobs Response:Lightning protection is not required on the parking 7/9/2025 covers Ref:Parking Structure P1:There are no Telecom Sheets for P1.Will telecom) Jacobs Response:We believe existing telecom covers this area.It is not 128 Phase 2 1-ES101/1-A001/1-A100 Electrical security be required? 7/9/2025 anticipated at this time.Will confirm with Jayson(structured cabling)to be 7/9/2025 sure Ref:Parking Structure P2:There are no Electrical Sheets for P2.What are the Jacobs Response:Refer to forthcoming addendum for P2 elec/telecom 129 Phase 2 1-A001 Electrical 7/9/2025 7/10/2025 power and lighting requirements? requirements.Also refer to associated Alternates spec 130 Phase 2 1-A001 Electrical Ref:Parking Structure P2:Will lighting protection be required? 7/9/2025 Jacobs Response:Lightning protection is not required on the parking 7/10/2025 _ covers Ref:Parking Structure P2:There are no Telecom Sheets for P2.Will telecom/ Jacobs Response:Refer to forthcoming addendum for P2 elec/telecom 131 Phase 2 1-A001 Electrical 7/10/2025 security be required? 7/9/2025 requirements.Also refer to associated Alternates spec Jacobs Response:Refer to sheet 1-A001 detail B3 for concept diagram of Ref:Parking Structure P2:There are no Architectural Elevations,Floor Plans, PEMB delegated design structure.Reactions by PEMB supplier were 132 Phase 2 1-A001 PEMB7110I2025 RCP,or Details for P2. 7/9/2025 provided to Structural EOR with anticipation of foundation designs to be furnished by July timeframe agreed to with HP. 1-ES10111-ES10211- Ref:Parking Structure P3: Note:Electrical refers to P3 as'Structure 2". Jacobs Response:Nomenclature of stucture 2 to the correct"P3"name 133 Phase 2 Electrical What are the power requirements? 7/9/2025 will be made in addendum issuance.Refer to addendum for 7/10/2025 A00111-A10111-T105 Will lightning protection be required power/lighting protection requirements 134 Phase 2 1-ES101/1-ES102/1- Electrical Ref:Parking Structure P: Note:Telecom refers to P3 as"Structure 2".Will 7/9/2025 Jacobs Response:Refer to forthcoming addendum for corrected 7/10/2025 A001/1-A101/1-T105 telecom/security be required beyond the Rooms P180A&P181 B nomenclature and scope beyond P180A&P181B Foundation and Slab on ground note#24,mentions'board forming'the top 135 Phase 2 1-S001 Structural 12"of all earth formed grade beams.Please confirm this is accurate,and all 7/9/2025 Jacobs Response:Note is confirmed by the Structural EOR 7/10/2025 bidders should price accordingly? After the concrete subs demolish the paving items,please confirm the HPCC Response: Where TK Concrete is sawcutting and removing paving 136 Phase 2 1-0007 Civil 7/10/2025 for foundation elements,they are also responsible for any excavation 7/10/2025 Earthwork contractor is responsilble to remove what is beneath the paving? necessary in order to perform the work. 137 Phase 2 1 C007 Civil There is"gravel'to be removed west of the warehouse building.Is this to be 7/10/2025 7/10/2025 Response: Removal of gravel prior to site grading is considered 711012025 removed by the Earthwork contractor,or concrete contractor? mass excavation and is by Earthwork. 138 Phase 2 1-0007 Civil Who is responsible for the fence removal on this drawing? 7/10/2025 HPCC Response:Removal of existing fence to be tamed with Hensel 7/17/2025 Phelps 139 Phase 2 1-0007 Civil Who is responsible for the curb removal on this drawing? 7/10/2025 HPCC Response: Curb removal and by Site Concrete. 7/10/2025 140 Phase 2 1-S120&1-A112 Structural Slight dimensional discrepancy between S120 and A112. 7/14/2025 HPCC Response:20'spacing from CJ to CK grid line. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2 8 5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No. Discipline Question Date Submitted Response Date of Response Mezzanine height shows 13'.Our records indicate that the existing mezzanine HPCC Response:Finish elevation for the mezzanine as shown on 1-S111 141 Phase 2 1-S111 Structural was lowered 1't in the field for an unknown reason.Do you want to field verify 7/14/2025 at 113'-0". 7118I2025 and lower new mezzanine to match existing. Columns at enclosed area along grid line P3 are shown to be offset 11"from 142 Phase 2 1-S105 Structural outside of slab on S105.Section C3/A101 shows girts as flush with columns. 7/14/2025 HPCC Response:Columns will be as shown on 1S105 with 11"offset. 7/18/2025 Are girts at FSW to be flush as well?0-0 of column is unclear. 143 Phase 2 1-S105 Structural Interior columns at end walls are no longer shown,but required for girt span. HPCC Response:Include interior columns at end walls as required by 7/14/2025 7/18/2025 P2/PA and P2/PF need a column to carry end wall girls. Red Dot. Included at P2/PA and P21PF grids. Pre-bid RFI no.062 confirmed that"standard MBMA deflections should be acceptable"for the parking canopies.95%CDs sheet 1-S002 notes deflections used for warehouse and utility buildings,but does not list separate criteria for the parking canopies.Please confirm if below assumptions are acceptable or what changes are needed: HPCC Response:Loading to be less stringent at parking canopies as 144 Phase 2 1-S002 Structural P1-H/60 drift,U180(LL)vertical frame deflection,U180(LL)purlin deflection, 7/14/2025 defined in the pre-bid RFI. 7/18/2025 U90(LL)girt deflection P2-H/60 drift,U180(LL)vertical frame deflection,U180(LL)pudin deflection, L/90(LL)girt deflection. P3-H/60 drift,U180(LL)vertical frame deflection,U180(LL)purlin deflection, U90(LL)girt deflection. Similar to above,RFI no.062 response clarifies that 5 PSF collateral load is acceptable for parking canopies.95%CDs sheet 1-S002 notes only 7 PSF HPCC Response:Loading to be less stringent at parking canopies as 145 Phase 2 1-S002 Structural collateral load.Please confirm if 5 PSF is acceptable for canopies. 7/14/2025 7118/2025 (Warehouse and utility buildings are assumed to match existing collateral load defined in the pre-bid RFI. of 10 PSF in lieu of 7 PSF). Architectural layout looks farther along than the structural layout.Structural layout is in line with the original design intent.Discussed potentially utilizing a HPCC Response:Include columns at both ends as detaled by Red Dot. 146 Phase 2 1-S102 Structural ,plinth at both high and low columns to maintain a consistent grade,while also 7/14/2025 Column bearing on a plinth at 760'constant elevaton. 7/18/2025 eliminating the need for a bollard.Columns will be needed on both ends of the canopy. Reference sheet 2-E600 for Electrical Single Line Diagram.The existing Phase 1 Switchboard named"DIST-OFFICE"is noted as 14 kAIC on this Jacobs Response:Switchboard kAIC ratings cannot be locked in until 135 Phase 2 2-E600 Electrical sheet,however Phase 1 submittals note the existing swithcboard to be further into the package 2 design process.Only when loads are finished 7/16/2025 7/17/2025 18kAIC.Please confirm the rating of the existing switchboard is 18kAIC and being added to the design may a SKM be solidified.Until then,best whether or not this would cause for a change to the new"MSS"switchboard estimations have been made,resulting in the documents provided to date. being provided as part of Phase 2. While reviewing the documents,we noticed electrical sheet 1-E450 is listed on HPCC Response: This sheet does not exist,will be removed from Index 136 Phase 2 1-E450 Electrical the Sheet Index but was not included in the drawings. Would you please 7/16/2025 7/16/2025 sheet in Addendum. provide us this sheet? Earthwork/TK Currently,per the Proposal Package Language,the Earthwork trade owns the HPCC Response: Language has been revised for Earthwork to provide+1- 137 Phase 2 1.07 Earthwork grade to+/-0.1',who owns the delta?(earthwork,TK Concrete or Site 7/16/2025 0.02'(1141 for site concrete and asphalt paving areas. Building Pads Concrete Concrete?) should be left to+/-0.1'as described. • 033000 Cast-in-Place Reference 030000 Paragraph 2.5 which lists 3 different types of dry shake Jacobs Response:All indicated dry shake hardeners are structurally 138 Phase 2 Concrete Structural hardener. Please clarify which buildings the each dry shake floor hardener 7/17/2025 acceptable for all the buildings. 7/22/2025 applies. Also,please confirm that all dry shake hardener can be hand cast. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Interiors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Responses due from Subs: Thursday,July 3,2025 @ 5:00 PM CT RFI No. Phase SpeclDwg No. Discipline Question Date Submitted Response Date of Response Refer to floor flatness requirement in specification section 033000 paragraph 033000 Cast-in-Place 3.8.7.a Slabs on Grade. Please confirm this requirement is only for the Jacobs Response:Clanfy intent of RFI.It is the DTs recommendation that 7/22/2025 139 Phase 2 Structural 7/17/2025 Concrete Warehouse Building and is not applicable to the Utility Shop,P3 Parking all buildings meet this requriement. Canopy or the Main Building slabs on grade. HPCC Response: Yes,modifications to the bid breakdown are allowed. Excel Bid Breakdown The Excel bid breakdown form is being used for accounting and leveling 140 Phase 2 Forms General Are modifications to the Excel bid breakdown allowable? 7/17/2025 only.Please modify as needed to clarify or align scope with drawings and 7/1B/2025 assumptions. Please ensure the total of the Excel bid breakdown,which should include bond costs,matches the total on the bid form. Reference Spec Section 012300 for Alternate for Parking P2 which adds lighting to Parking Canopy P2. Is the intention of sheet 1-E404 to remove(4) The intention of sheet 1-E404 to remove(4)Type S4BC pole lights Type S4BC pole lights around P2 and only utilize(1)Type S4BC+(31)Type around P2 and only utilize(1)Type S4BC+(31)Type SC1A fixtures. 141 Phase 2 12300 Electrical SC1A fixtures? 7/17/2025 7/18/2025 (remove and replace option,not the additive option) Or is the intention of sheet 1-E404 to add(31)Type SC1A in addition to the(5) Type S4BC shown around P2 on sheet 1-ES100? _ HPCC Response: Inclusion 12 is correct.Stockpile and remove any 0080 Sub systems1.01 TK Concrete Foundations note 3&12 conflict.Can we excess excavated spoils as a result of this Subcontractor's excavation 142 Phase 2 1.01 TK Concrete Structural stockpile spoils and remove them after excavation operations are complete? 7/18/2025 7/17/2025 operations from the jobsite daily or as directed by the Company.Inclusion Or do we have to daily remove all spoils at the end of the day? 3 will be striken from the language. ;.4=3 HEINSIM,r[TS!-PS 8/6/2025 r....PIM.Mira,.. Bob Bennett Complex GMP Rev-1 Estimate Report Phase 2 Breakdown by Bid Package 28-Phase 2 Site& 2C-Warehouse- 2D-Utility Shop- Bid Package Civil+Covered Foundations,PEMB, Foundations,PEMB, 2E-Main Building Total Parking(P1,P2,P3) Interior Buildout Interior Buildout Expansion 261,341 GSF 19,300 GSF 14,550 GSF 43,595 GSF 0175 Final Clean 4,500 6,755 5,092 15,258 31,605 0330 Concrete 765,045 405,115 401,133 815,238 2,386,530 0335 Polished Concrete - 6,686 15,862 54,264 76,812 0420 Masonry 370,728 - - 244,768 615,496 0510 Structural Steel 216,800 83,400 182,550 2,210,900 2,693,650 0620 Millwork - - - 319,335 319,335 0727 Waterproofing 31,901 - - 275,000 306,901 0740 Roofing - - - 887,945 887,945 0742 Metal Panels - - - 597,760 597,760 0781 Fireproofing - - - 108,000 108,000 0810 Doors,Frames&HW 28,025 24,525 110,725 407,825 571,100 0833 Overhead Doors 125,000 96,000 275,000 72,000 568,000 0841 Glass&Glazing - - 1,000 700,700 701,700 0929 Drywall&Framing 2,275 1,700 123,380 1,070,000 1,197,355 0930 Ceramic Tile - - 1,040 144,000 145,040 0951 Acoustical Ceilings • - - 460,000 460,000 0965 Resilient Flooring - 1,000 3,800 237,000 241,800 0991 Paint 9,000 74,300 109,572 258,595 451,467 1000 Building Specialties 1,350 20,800 11,253 327,815 361,218 1014 Building Signage 6,820 4,395 3,683 22,909 37,806 1065 Operable Partitions - - - 35,000 35,000 1111 Storage Equipment 36,500 318,300 112,200 - 467,000 1111.A Fuel Island - - - - 1111.8 Vehicle Wash Bay Equipment - . - - 1130 Residential Appliances 5,000 - - 14,900 19,900 1224 Window Coverings - - - 28,400 28,400 1334 Pre-Engineered Metal Building 797,759 516,877 649,305 - 1,963,941 2100 Fire Protection - 155,000 165,000 380,000 700,000 2200 Plumbing 87,000 130,000 275,000 836,000 1,328,000 2300 Mechanical 65,500 103,500 595,500 2,074,000 2,838,500 2600 Electrical 2,262,150 556,563 656,275 2,847,790 6,322,778 2831 j Fire Alarm 15,000 55,005 41,530 123,659 235,194 3100 I Earthwork 696,401 31,300 11,500 253,400 992,601 3213 Site Concrete 1,121,285 - - - 1,121,285 3217 Pavement Markings 12,100 - - - 12,100 3231 Fencing 77,800 34,600 - 4,000 116,400 3284 landscaping&Irrigation 194,000 - - - 194,000 3300 Site Utilities 730,000 - - - 730,000 3311 SWPPP 25,603 - - 25,603 9900 Allowances 307,500 - 382,500 690,000 Subtotal $7,995,042 $2,625,821 $3,750,400 $16,208,960 $30.5$O.222 GENERAL CONDITIONS General Conm'a•s 3,447,905 Genera Rc.,.,. -i 1,008,570 INDIRECTS&RESERVES Contractor's Bonds 281,770 Subcontractor&Supplier Bonds w/COW Builder's Risk Insurance 49,992 General Liability Insurance 340,851 CM Contingency 1,820,060 Owner Betterment 1,078,271 FEES Contractor's Fee 1,477,022 Total I I I I 1 $40,084,663 i HENSEL PHELPS 8/6/2025 Plan Build. M,n,P, Bob Bennett Complex GMP Rev-1 Estimate Report Phase 2 Sector Detail Bid Package Name Quantity UOM Unit Cost Total 28-Phase 2 Site&Civil+Covered Parking(P1,P2,P3) - 7,995,042 0175-Final Clean 4,500 Final Clean 261,341 GSF 0.02 4,500 0330-Concrete 765,045 P1 Covered Parking,Spread Footings(6'x6'x2'-5") 20 EA 2,500.00 50,000 P1 Covered Parking,Foundations extensions/pilasters,top of pilaster at 760' 20 SOFT 1,330.00 26,600 P1 Covered Parking,Demo&Patch-back of Concrete Paving at existing column connections 2,000 SOFT 11.00 22,000 P2 Covered Parking,Spread Footings(6'x6'x2'-0") 62 EA 2,500.00 155,000 P2 Covered Parking,Concrete Pilaster at Footings(20"x20"x2'-0") 62 EA 400.00 24,800 P2 Covered Parking,Demo&Patch-back of Concrete Paving at existing column connections 2,800 SOFT 15.00 42,000 P3 Covered Parking,Grade Beam @ Screenwall(16"D x 78"W) 186 LNFT 135.00 25,110 P3 Covered Parking,Grade Beam @ Enclosed Perimeter(16"D x 78"W) 203 LNFT 135.00 27,405 P3 Covered Parking,Stem Wall at Grade Beam below CMU wall(2'-0"D x 1'-4"W) 186 LNFT 125.00 23,250 P3 Covered Parking,Interior Grade Beams 898 EA 75.00 67,350 P3 Covered Parking,Spread Footings(10'x10'x2'-0") 5 EA 6,500.00 32,500 P3 Covered Parking,Concrete Pilaster at Footings(20"x20"x2'-0") 5 SOFT 400.00 2,000 P3 Covered Parking,Slab on Grade(6")@ Enclosed Area 5,156 SOFT 8.00 41,248 P3 Covered Parking Spread Footings(6'x6'x2'-0") 4 EA 2,750.00 11,000 P3 Covered Parking Concrete Pilaster at Footings P28-28 15 EA 1,000.00 15,000 Sawcutting,removal,haul-off for foundations in existing paving 1 !SUM 25,000.00 25,000 TE 2.012.2B-Add Telecom Rm to Parking P3 Canopy-Grade Beam @ Enclosed Perimeter(16"D x 78"W) 24 LNFT 135.00 3,240 TE 2.012.2B-Add Telecom Rm to Parking P3 Canopy-Slab on Grade(6")@ Enclosed Area 64 SQFT 8.00 512 Building Entry Concrete-Scored 6,042 SOFT 10.00 60,420 Building Entry Steps and Ramp 330 SOFT 25.00 8,250 Building Entry Ramp Walls 2,198 SOFT 42.00 92,316 Misc Concrete Coordination 5,022 SOFT 2.00 10,044 0420-Masonry 370,728 10"CMU Wall @ Covered Parking-P3(Double Wythe) 4,878 SOFT 44.00 214,632 4"CMU Wall @ Covered Parking-P3(Double Wythe) 4,878 SOFT 32.00 156,096 Coping Capon top of Wall 355 LNFT - w/Above 0510-Structural Steel 216,800 Stand-alone Steel Trellis for Outdoor BBQ area,galvanized 9 TONS 10,000.00 94,000 Miscellaneous Steel,embedded items 5 TONS 5,750.00 28,750 Overhead Door Support Steel Frame 5 EA 7,000.00 35,000 Bollards 46 EA 650.00 29,900 Rails at exterior concrete steps 106 LNFT 275.00 29,150 0727-Waterproofing 31,901 1"Polyisocayanurate Board Insulation 432 SOFT 4.40 1,901 Joint Sealants @ concrete EJs and saw-cut Os 9,500 LNFT 3.16 30,000 0810-Doors,Frames&HW 28,025 HM Doors,Exterior 6 EA 825.00 4,950 HM Frames,Single 5 OPNGS 650.00 3,250 Door Hardware Allowance S SETS 2,500.00 12,500 Installation of Doors&HW 6 OPNGS 500.00 3,000 TE2.012.2B-Add Telecom Rm to Parking Canopy P3-HM Doors,Exterior 1 EA 825.00 825 TE2.012.2B-Add Telecom Rm to Parking Canopy P3-HM Frames,Single 1 OPNGS 500.00 500 TE2.012.2B-Add Telecom Rm to Parking Canopy P3-Door Hardware Allowance 1 SETS 2,500.00 2,500 TE2.012.28-Add Telecom Rm to Parking Canopy P3-Installation of Doors&HW 1 OPNGS 500.00 500 0833-Overhead Doors 125,000 Overhead Coiling Doors,20x10(power operated) 5 EA 25,000.00 125,000 0929-Drywall&Framing 2,275 Standard Interior Wall-Framing and Drywall @ P3 IDF 35 LNFT 65.00 2,275 0991-Paint 9,000 Paint Scope 1 LSUM 9,000.00 9,000 Paint Hollow Metal Frames 5 EA - w/Above Paint Steel Bollards 46 EA - w/Above 1000-Building Specialties 1,350 FEB-Fire Extinguisher bracket+109 Fire Extinguisher 3 EA 450.00 1,350 1014-Building Signage 6,820 Code Required Signage,Parking Canopy P3 4,800 GSF 0.15 720 Sign Type P3-Large 1 EA 4,500.00 4,500 Sign Type P3-Small 1 EA 1,600.00 1,600 1111-Storage Equipment 36,500 Equipment Locker-TS-2 @ P3 3 EA 4,000.00 12,000 Wall Storage-TS-3 @ P3 2 EA 500.00 1,000 Safety Cabinets-TS-4 @ P3 2 EA 7,250.00 14,500 Work Desk-TS-5 @ P3 1 EA 1,000.00 1,000 Absorbent Mat-TS-6 @ P3 3 EA 2,666.67 8,000 1130-Residential Appliances 5,000 Outdoor BBQ Grill 1 EA 5,000.00 5,000 1334-Pre-Engineered Metal Building 797,759 PEMB Canopy,P1 w/HSS tube steel columns 1 LSUM 182,951.00 182,951 PEMB Canopy,P2 East w/HSS tube steel columns 1 LSUM 206,509.00 206,509 PEMB Canopy,P2 West w/HSS tube steel columns 1 LSUM 280,198.00 280,198 PEMB Canopy P3,heated storage with open parking bays and HSS tube steel columns 1 LSUM 280,601.00 280,601 TE 2.005-Early Release to Precon-Red Dot-Early Release 500 SOFT 55.00 27,500 TE 2.012.2B-Add Telecom Rm to Parking Canopy P3-Metal Panels to match PEMB 1 LSUM (180,000.00) (180,000) 2200-Plumbing 87,000 Domestic Water Distribution @ P3 Enclosed 1 LSUM 12,000.00 12,000 Natural Gas 1 LSUM 25,000.00 25,000 Plumbing Fixtures&Equipment @ P3 Enclosed 1 LSUM 15,000.00 15,000 Sanitary Waste @ P3 Enclosed 1 LSUM 35,000.00 35,000 2300-Mechanical 65,500 Exhaust Fan 2 EA 9,000.00 18,000 Louvers 3 EA 5,000.00 15,000 Natural Gas Unit Heater 5 EA 4,000.00 20,000 Air Conditioning Unit @ P3 IDF 1 EA 12,500.00 12,500 2600-Electrical 2,262,150 Site-MV Ductbanks(empty for Oncor) 130 LNFT 200.00 26,000 Site-Secondary Service Feeders&Pathway 261,341 GSF 2.25 588,017 Site-Parking lot Lighting Circuits 261,341 GSF 0.33 86,243 Site-Parking Lot Light Fixture Allowance loci controls 1 LSUM 251,847.00 251,847 Site-Ltg&Convenience Pwr at Covered Parking 261,341 GSF 1.75 457,347 Site-Power,Lighting,BA Fans-Outdoor Barbecue Area 1 LSUM 54,478.00 54,478 Site-Comm Underground Pathways&Power 261,341 GSF 0.30 78,402 Site-EV Charging Stations 6 EA 16,500.00 99,000 Site-Lighting Protection&Grounding at Canopies 1 LSUM 168,000.00 168,000 Site-Temporary Construction Power Infrastructure 261,341 GSF 0.38 99,310 Site-Haul-off own spoils 1 LSUM 22,464.00 22,464 Site-Trenching 810 LSUM 200.00 162,000 Site-Remove and relocate existing lightpoles(3 each) 1 LSUM 31,179.00 31,179 TE 2.005-Move Early Work to Precon-Site-Comm Ductbanks for Fiber Reroute - - w/Precon Parking Canopy P3-Fans 1-2(Aireye 20") 2 EA 8,500.00 17,000 TE2.012.28-Add power for Telecom Rm&Mini Split 1 LSUM 10,000.00 10,000 TE 2.003-ALT P2-A-Site-Add lighting at Parking Canopy P2 1 LSUM 110,864.00 110,864 2831-Fire Alarm 15,000 Fire Alarm System at Parking Canopy P3 1 LSUM 15,000.00 15,000 3100-Earthwork 696,401 Clear&Grub 236,175 SOFT 1.15 271,601 Excavate&Recompact 12"General Fill/Moisture Condition @ Concrete Paving 4,950 CY 30.00 148,500 Pad Prep at Parking Canopy P3 1 LSUM 65,000.00 65,000 HMAC Paving including Crushed Limestone(8") 860 CY 45.00 38,700 Geogrid @ HMAC Paving/Compact Subgrade 34,520 SOFT 5.00 172,600 3213-Site Concrete 1,121,285 Concrete Paving(7") 149,300 SOFT 6.65 992,845 Sidewalks(4") 3,535 SOFT 10.05 35,527 Curb&Gutter 1,714 LNFT 27.00 46,278 Misc Site Concrete(Curbs,Bases,bollards,etc.) 261,341 GSF 0.15 39,201 Flume 413 SOFT 18.00 7,434 3217-Pavement Markings 12,100 Fire Lane Striping 2,365 LNFT 1.06 2,500 Pavement Marking/Striping-Parking Stalls 251 STALL 35.86 9,000 ADA Sign 1 EA 500.00 500 Concrete wheel stop 1 EA 100.00 100 3231-Fencing 77,800 Fencing-8'Chain Link 900 LNFT 77.78 70,000 Fencing-10'Chain Link w/Barbed Wire 70 LNFT 85.71 6,000 Chain Link Swing Gate 1 EA 1,800.00 1,800 3284-Landscaping&Irrigation 194,000 Irrigation System 1 LSUM 62,000.00 62,000 --Cedar Elm 15 EA - w/Above --Eve's Necklace 1 EA - w/Above --SeedlessDesertWillow 7 EA - w/Above --Texas Redbud 3 EA - w/Above Landscaping 1 LSUM 132,000.00 132,000 Trees - - w/Above --Indian Hawthorn 38 EA - w/Above --Juniper 30 EA - w/Above ---Phoenix Bird of Paradise 9 EA - w/Above --Pink Muhly 51 EA - w/Above --Purple Trailing Lantana 7 EA - w/Above --Red Yucca 37 EA - w/Above --Texas Sage 50 EA - w/Above --Yellow Bells 8 EA - w/Above Shrubs - - w/Above --Bermuda Grass 2,032 SOFT - w/Above --Buffalo Grass 25,231 SOFT - w/Above --Decomposed Granite 1,154 SOFT - w/Above --Mountain Pea 863 EA - w/Above --Mulch 1,116 SOFT - w/Above --River Rock 367 SOFT - w/Above ---Texas Sedge 1,938 EA - w/Above --TrailingRosemary 931 EA - w/Above Ground Covers - - w/Above 3300-Site Utilities 730,000 Demo of Existing Utilities 1 LSUM 50,000.00 50,000 Domestic Water Improvements 1 LSUM 130,000.00 130,000 Sanitary Sewer Improvements 1 LSUM 55,000.00 55,000 Natural Gas Improvements 1 LSUM 150,000.00 150,000 Storm Drain Improvements 1 LSUM 345,000.00 345,000 3311-SWPPP 25,603 SWPPP Startup&NOI Permitting 1 LSUM 1,750.00 1,750 CISE Inspection Services(Monthly) 15 MNTH 450.00 6,750 Silt Fence 1,190 LNFT 3.00 3,570 OSHA Safety Caps 196 EA 2.00 392 Area Inlet Protection 13 EA 100.00 1,300 Stabilized Construction Entrance 1 EA 1,950.00 1,950 Revegetation Area for soil stabilization 5,000 SOFT 0.65 3,250 Tri Dikes at Spoils Area 200 LNFT 9.50 1,900 Tri Dikes at West&North Building Excavation-Warehouse 238 LNFT 9.50 2,261 Tri Dikes at West&North Building Excavation-Utility Shop 261 LNFT 9.50 2,480 9900-Allowances 307,500 Additional Gas Line Exploration 1 LSUM 7,500.00 7,500 Storm Trooper Interceptors 1 LSUM 300,000.00 300,000 2C•Warehouse-Foundations,PEMB,Interior Buildout 2,625,821 0175-Final Clean 6,755 Final Clean 19,300 GSF 0.35 6,755 0330-Concrete 405,115 Grade Beams(30"D x 16"W) 2,329 LNFT 75.00 174,675 Perimeter Footings(4'x4'x2'-6") 4 EA 1,500.00 6,000 Perimeter Footings(6'x4"x2'-6") 17 EA 1,900.00 32,300 Spread Footings(6'x6'x2'-6") 6 EA 2,750.00 16,500 Continuous Footings,CF48-18 111 LNFT 150.00 16,650 Slab on Grade(8") 13,560 SOFT 8.25 111,870 --Dry-Shake Hardener(w/above) - - w/above --Underslab Vapor Barrier(w/above) - - w/above Sawcutting,removal,haul-off for foundations in existing paving 1 LSUM 20,000.00 20,000 Misc Concrete Coordination 13,560 GSF 2.00 27,120 0335-Polished Concrete 6,686 Sealed Concrete 6,078 SOFT 1.10 6,686 0510-Structural Steel 83,400 Miscellaneous Steel,embedded items 2 TONS 6,000.00 12,000 Overhead Door Support Steel Frame 6 EA 7,000.00 42,000 Bollards 36 EA 650.00 23,400 HRE-1,guardrails at CIP concrete steps,galvanized 24 LNFT 250.00 6,000 0810-Doors,Frames&HW 24,525 HM Doors,Exterior 5 EA 825.00 4,125 HM Frames,Single 4 OPNGS 650.00 2,600 Door Hardware Allowance 4 SETS 2,500.00 10,000 Installation of Doors&HW 5 OPNGS 500.00 2,500 TE2.012.2C-Add Telecom Rm to Warehouse-HM Doors,Exterior 2 EA 825.00 1,650 TE2.012.2C-Add Telecom Rm to Warehouse-HM Frames,Dbl 1 OPNGS 650.00 650 TE2.012.2C-Add Telecom Rm to Warehouse-Door Hardware Allowance 1 SETS 2,500.00 2,500 TE2.012.2C-Add Telecom Rm to Warehouse-Installation of Doors&HW 1 OPNGS 500.00 500 0833-Overhead Doors 96,000 Overhead Coiling Doors,10x9(power operated) 6 EA 16,000.00 96,000 0929-Drywall&Framing 1,700 Rated Partition-Framing and Drywall @ WH IDF 26 LNFT 65.38 1,700 0965-Resilient Flooring 1,000 Rubber Base 240 LNFT 4.17 1,000 0991-Paint 74,300 Paint Scope 1 LSUM 55,000.00 55,000 Paint Hollow Metal Frames 4 EA - w/Above Paint Steel Bollards 36 EA - w/Above PT-5--Exposed Ceilings 10,070 SOFT - w/Above Misc.Paint 19,300 GSF 1.00 19,300 1000-Building Specialties 20,800 FEB-Fire Extinguisher bracket+109 Fire Extinguisher 4 EA 200.00 800 Bird Netting at open covered storage 4,000 SOFT 5.00 20,000 1014-Building Signage 4,395 Code Required Signage 19,300 GSF 0.15 2,895 Exterior Building Signage 2 EA 750.00 1,500 1111-Storage Equipment 318,300 Pallett Rack-WH-1 58 EA 1,206.90 70,000 Pallett Rack,w/Dividers-WH-2 7 EA 2,071.43 14,500 Cantilever Pipe Rack-WH-3 67 EA 626.87 42,000 Safety Cabinet-WH-4 6 EA 2,133.33 12,800 Floor Beam Rack-WH-5 1 EA 2,500.00 2,500 Bulk Storage Containers-WH-6 150 EA 1,000.00 150,000 Variable Width Reel Dispenser-WH-7 1 EA 1,000.00 1,000 General Storage Rack-WH-8 5 EA 1,400.00 7,000 Bulk Storage Containers(Castors)-WH-10 30 EA 516.67 15,500 Bulk Storage Containers(Castors)-WH-9 4 EA 750.00 3,000 1334-Pre-Engineered Metal Building 516,877 Pre-Engineered Metal Building 1 LSUM 516,877.00 516,877 2100-Fire Protection 155,000 Wet Pipe System 10,070 GSF 15.39 155,000 Dry Pipe System @ Covered Storage 9,230 GSF - w/Above Demo Existing Dry Pipe System 1 LSUM - w/Above 2200-Plumbing 130,000 Domestic Water Distribution 19,300 GSF 2.33 45,000 Natural Gas 19,300 GSF 1.55 30,000 Plumbing Fixtures&Equipment 19,300 GSF 0.78 15,000 Sanitary Waste 19,300 GSF 2.07 40,000 2300-Mechanical 103,500 Exhaust Fan 2 EA 15,000.00 30,000 Louvers 2 EA 5,500.00 11,000 Natural Gas Unit Heater 6 EA 8,333.33 50,000 Air Conditioning Unit @ Warehouse IN 1 EA 12,500.00 12,500 2600-Electrical 556,563 Electrical Service&Distribution-Normal Power 19,300 GSF 1.20 23,160 Lighting and General Power 19,300 GSF 4.80 92,640 Lighting Fixture Package incl Controls 1 LSUM 26,847.00 26,847 Building Temporary Lighting and Power 19,300 GSF 0.55 10,615 Low Voltage Pathways and backboxes 19,300 GSF 5.75 110,975 LighTONSing Protection System&Grounding loop 1 LSUM 47,148.00 47,148 MEP&Misc Equipment Connections 19,300 GSF 3.75 72,375 Covered Storage Area-Lighting only 9,734 GSF 4.50 43,803 Fans 3-8,15,16(Aireye 20") 8 EA 8,500.00 68,000 TE 2.001-ALT EWH-A-Fans 9-14(Aireye 20") 6 EA 8,500.00 51,000 TE2.012.2C-Add power for Telecom Rm&Mini Split 1 LSUM 10,000.00 10,000 2831-Fire Alarm 55,005 Fire Alarm System 19,300 GSF 2.85 55,005 3100-Earthwork 31,300 Excavate 5'-0"@ Building Pad 460 CY 30.00 13,800 Import 4'-6"of Select Fill @ Building Pad 350 CY 50.00 17,500 3231-Fencing 34,600 Chain Link Sliding Gate 8 EA 2,000.00 16,000 Chain Link Swing Gate 2 EA 1,800.00 3,600 Fencing-10'Chain Link w/Barbed Wire 160 LNFT 93.75 15,000 2D-Utility Shop-Foundations,PEMB,Interior Buildout 3,7513,399 0175-Final Clean 5,092 Final Clean 14,550 GSF 0.35 5,092 0330-Concrete 401,133 Grade Beams(30"D x 16"W) 1,394 LNFT 75.00 104,550 Perimeter Footings(4'x4'x2'-6") 5 EA 1,250.00 6,250 Perimeter Footings(6'x4"x2'-6") 18 EA 1,500.00 27,000 Spread Footings(6'x6'x2'-6") 7 EA 2,750.00 19,250 Slab on Grade(6") 12,078 SOFT 8.25 99,644 --Dry-Shake Hardener(w/above) - - w/above --Underslab Vapor Barrier(w/above) - - w/above Slab on Metal Deck(3.5"NW) 2,422 SOFT 11.00 26,642 Misc Concrete Coordination 14,550 GSF 2.00 29,100 Sawcutting,removal,haul-off for foundations in existing paving 25,342 GSF 3.50 88,697 0335-Polished Concrete 15,862 Sealed Concrete 14,420 SOFT 1.10 15,862 0510-Structural Steel 182,550 Miscellaneous Steel,embedded items 2 TONS 6,000.00 12,000 Overhead Door Support Steel Frame 11 EA 7,000.00 77,000 Bollards 37 EA 650.00 24,050 Metal Stair and railings,21 rsrs each 2 EA 20,000.00 40,000 HRW-1,steel wall mounted handrail at CIP stair 12 LNFT 150.00 1,800 HRM-1,steel pipe wall rail 11 LNFT 75.00 825 GRM-1,steel 3 line guardrail at Mezz 60 LNFT 150.00 9,000 GRW-1,3 line steel guardrail 65 LNFT 275.00 17,875 0810-Doors,Frames&HW 110,725 HM Doors 28 EA 825.00 23,100 HM Frames,Total 22 OPNGS 650.00 14,300 Door Hardware Allowance 22 SETS 2,500.00 55,000 Installation of Doors&HW 28 OPNGS 500.00 14,000 TE2.012.20-Add Telecom Rm to Utilities Shop-HM Doors,Exterior 1 EA 825.00 825 TE2.012.2D-Add Telecom Rm to Utilities Shop-HM Frames,Single 1 OPNGS 500.00 500 TE2.012.2D-Add Telecom Rm to Utilities Shop-Door Hardware Allowance 1 SETS 2,500.00 2,500 TE2.012.20-Add Telecom Rm to Utilities Shop-Installation of Doors&HW 1 OPNGS 500.00 500 0833-Overhead Doors 275,000 Overhead Coiling Doors,12x16(power operated) 11 EA 25,000.00 275,000 0841-Glass&Glazing 1,000 Interior Storefront 50 SOFT 20.00 1,000 0929-Drywall&Framing 123,380 Standard Interior Wall-Framing and Drywall 23,609 SOFT 5.14 121,380 Rated Interior Wall-Framing and Drywall 1,410 SOFT - w/Above Painted Gypsum Ceiling 400 SQFT - w/Above In-Wall Blocking 1 LSUM 2,000.00 2,000 0930-Ceramic Tile 1,040 Tile Flooring-TL4 60 SOFT 16.67 1,000 Schluter Metal Edge 3 LNFT 6.67 20 Floor Protection 60 SOFT 0.33 20 0965-Resilient Flooring 3,800 Rubber Base 1,460 LNFT 2.60 3,800 0991-Paint 109,572 Paint Scope 1 LSUM 95,000.00 95,000 PT-1--Gypsum Ceilings 400 SOFT - WI Above PT-2--Interior Walls 24,651 SQFT - W/Above PT-5--Exposed Ceilings 11,700 SOFT - w/Above Paint Steel Bollards 37 EA - w/Above Paint Hollow Metal Frames 22 EA - w/Above Misc.Paint 14,572 GSF 1.00 14,572 1000-Building Specialties 11,253 FEB-Fire Extinguisher bracket+108 Fire Extinguisher 6 EA 200.00 1,200 FEC-Semi-Recessed FE Cabinet+106 Fire Extinguisher 6 EA 1,000.00 6,000 FRP1-FRP Wall Panels at Restroom Walls 247 SOFT 12.50 3,088 CG2-Corner Guards 9 EA 45.00 405 TA-1 TOILET TISSUE(ROLL)DISPENSER, OFCI 1 EA 35.00 35 TA-2 PAPER TOWEL(ROLL)DISPENSER, OFCI 1 EA 35.00 35 TA-3 WASTE RECEPTACLE, OFCI 1 EA 35.00 35 TA-4 SOAP DISPENSER,OFCI 1 EA 35.00 35 TA-5A 18"GRAB BAR 1 EA 65.00 65 TA-5B 36"GRAB BAR 1 EA 85.00 8S TA-5C 42"GRAB BAR 1 EA 95.00 95 TA-8 MIRROR,24"x 48" 1 EA 175.00 175 1014-Building Signage 3,683 Code Required Signage 14,550 GSF 0.15 2,183 Room ID Signs 5 each 150.00 750 Exterior Building Signage 1 EA 750.00 750 1111-Storage Equipment 112,200 Bulk Storage Rack-WS-1 14 EA 842.86 11,800 Safety Cabinet-WS-9 2 EA 2,500.00 5,000 Safety Cabinet-WS-9.1 2 EA 750.00 1,500 Pallet Rack-WS-10 1 EA 1,500.00 1,500 Wire Rack-WS-11 1 EA 1,500.00 1,500 Spill Containment-WS-12 1 EA 1,500.00 1,500 Welding Fume Exhaust Capture-WS-18 1 EA 7,500.00 7,500 Bench Grinder-WS-25 1 EA 1,000.00 1,000 Bulk Storage Rack-WS-1.1 13 EA 830.77 10,800 Parts Storage Cabinet-WS-2 9 EA 2,166.67 19,500 Work Station-WS-3 2 EA 2,000.00 4,000 Work Bench-WS-4 10 EA 1,720.00 17,200 Tool Storage Cabinet-WS-5 3 EA 2,466.67 7,400 Lockable Desk-WS-6 1 EA 3,000.00 3,000 Slatwall Mounted Storage-WS-7 2 EA 9,250.00 18,500 Media Reel Rack-WS-8 1 EA 500.00 500 1334-Pre-Engineered Metal Building 649,305 Pre-Engineered Metal Building 1 LSUM 639,305.00 639,305 Sealing additional MEP Penetrations 1 LSUM 10,000.00 10,000 2100-Fire Protection 165,000 Wet Pipe System 14,572 GSF 11.32 165,000 2200-Plumbing 275,000 Compressed Air 14,550 GSF 4.12 60,000 Domestic Water Distribution 14,550 GSF 4.47 65,000 Natural Gas 14,550 GSF 3.09 45,000 Plumbing Fixtures&Equipment 14,550 GSF 2.75 40,000 Sanitary Waste 14,550 GSF 4.47 65,000 2300-Mechanical 595,500 Air Conditioning Unit 2 EA 12,500.00 25,000 Air Handling Unit 1 EA 255,000.00 255,000 Condensing Unit 3 EA 4,000.00 12,000 HVAC Ductwork&Piping 14,572 GSF 10.29 150,000 Natural Gas Unit Heater 8 EA 3,500.00 28,000 Air Conditioning Unit @ Utility Shop IDF 1 EA 12,500.00 12,500 Air Curtain 4 EA 6,250.00 25,000 Diffusers,Registers&Grilles 18 EA 166.67 3,000 Exhaust Fan 7 EA 9,285.71 65,000 Louvers 8 EA 2,500.00 20,000 2600-Electrical 656,275 Electrical Service&Distribution-Normal Power 14,550 GSF 5.95 86,573 Electrical Service&Distribution-Emergency Power 14,550 GSF 1.55 22,553 Lighting and General Power 14,550 GSF 9.00 130,950 Lighting Fixture Package incl Controls 1 LSUM 39,349.00 39,349 Building Temporary Lighting and Power 14,550 GSF 1.00 14,550 Low Voltage Pathways 14,550 GSF 8.00 116,400 LighTONSing Protection Grounding Riser 1 LSUM 11,640.00 11,640 LighTONSing Protection System&Grounding loop 1 LSUM 49,661.00 49,661 MEP&Misc Equipment Connections 14,550 GSF 12.00 174,600 TE2.012.2D-Add power for Telecom Rm&Mini Split 1 LSUM 10,000.00 10,000 2831-Fire Alarm 41,530 Fire Alarm System 14,572 GSF 2.85 41,530 3100-Earthwork 11,500 Import4.-6"of Select Fill @ Building Pad 230 CY 50.00 11,500 2E-Main Building Expansion 16,208,959 0175-Final Clean 15,258 Final Clean 43,595 GSF 0.35 15,258 0330-Concrete 815,238 Grade Beams(30"D x 18"W) 1,126 LNFT 150.00 168,900 Pier Caps 73 EA 1,100.00 80,300 Slab on Grade(5")(copy) 25,417 SOFT 6.00 152,502 ---Underslab Vapor Barrier(w/above) -SOFT - w/above Slab on Metal Deck(3.5"NW) 20,198 SOFT 4.50 90,891 Concrete fill for pan stairs 1 LSUM 15,000.00 15,000 Misc Concrete Coordination 43,595 GSF 2.00 87,190 Sawcutting,removal,haul-off for foundations in existing paving 22,838 SOFT 2.75 62,805 Piers @ Main Building 314 vLNFT 425.00 133,450 Piers @ Outdoor 8BQ Steel Trellis 11 EA 2,200.00 24,200 0335-Polished Concrete 54,264 Joint Filler 1,350 LNFT 2.55 3,442 Sealed Concrete 2,870 SOFT 1.10 3,157 Polished Concrete-Level 2,low sheen,400 grit 11,837 SOFT 2.60 30,776 Floor Protection(RAM Board) 11,837 SOFT 0.75 8,878 Mock-Up,10'x 10' 1 EA 1,500.00 1,500 Epoxy Grout Coat 11,837 SOFT 0.55 6,510 0420-Masonry 244,768 Exterior 3 5/8"CMU Block 7,084 SOFT 32.00 226,688 4"CMU Wall @ Exterior Stair 565 SOFT 32.00 18,080 Coping Capon top of Wall 650 LNFT - w/Above 0510-Structural Steel 2,210,900 Structural Steel Framing 203 TONS 6,000.00 1,218,000 Metal Decking,L2 SOMD 23,400 SOFT 10.00 234,000 Roof Decking 31,200 SOFT 10.00 312,000 Miscellaneous Steel,embedded items 8 TONS 6,000.00 48,000 Overhead Door Support Steel Frame 4 EA 7,500.00 30,000 Overhead Steel for Operable Partitions 32 EA 500.00 16,000 Overhead Toilet Partition Supports 80 LNFT 500.00 40,000 Lavatory Countertop Support Steel 56 LNFT 350.00 19,600 CMU wall head supports 67 EA 400.00 26,800 Demo existing steel trellis at West Tie-in 1 LSUM 8,000.00 8,000 Balcony Railing at monumental stair overlook,3 Form infill w/Millwork 56 LNFT 250.00 14,000 Steel Trellis at West Entry,galvanized 5 TONS 12,500.00 62,500 TE 2.006-Revised Monumental Stair Railings-Monumental Steel Stair and railings 28 RSRS 3,000.00 84,000 TE 2.007-Revised Egress Stair Railings-Egress Stair,Concrete Pan Filled w/Landings&Handrail 28 RSRS 3,500.00 98,000 0620-Millwork 319,335 Restroom Base Cabinets-PL2 65 SOFT 575.00 37,375 Breakroom Base Cabinets-PL2 168 SQFT 325.00 54,600 Breakroom Upper Cabinets-PL2 252 SOFT 240.00 60,480 3Form Panel infill @ Stair Overlook-SRP1 712 SOFT 175.00 124,600 Restroom Countertops-SSM2 509 SOFT 29.98 15,260 Breakroom Countertops-SSM2 593 SOFT 45.56 27,020 0727-Waterproofing 275,000 Exterior El @ Building Tie-In 70 LNFT 142.86 10,000 Fluid Applied Air Barrier 22,685 SOFT 5.07 115,000 Interior EJ Cover Assembly @ Building Tie-In 196 LNFT 127.55 25,000 Polyurethane Sealants 1,700 LNFT 5.88 10,000 SeLNFT-Adhered Flexible Flashing 7,579 LNFT 2.64 20,000 1"Polyisocayanurate Board Insulation 18,310 SOFT 4.37 80,000 Firestop Sealants 515 LNFT 29.13 15,000 0740-Roofing 887,945 Standing Seam Metal Roof,24ga 29,115 SOFT 30.50 887,945 Downspouts 525 LNFT - w/Above Rooftop Gutters 590 LNFT - w/Above 0742-Metal Panels 597,760 Exterior Metal Wall Panels,24ga 9,300 SOFT 38.00 353,400 Soffit Panels,22ga 5,960 SOFT 41.00 244,360 0781-Fireproofing 108,000 1-Hr Intumescent Fireproofing @ Exposed Members 1 LSUM 52,000.00 52,000 1-Hr Sprayed Applied Fireproofing 8,480 SOFT 6.60 56,000 0810-Doors,Frames&HW 407,825 HM Doors 9 EA 825.00 7,425 HM Frames,Total Three Sided 40 EA 650.00 26,000 HM Frames,w/Sidelites SO EA 2,100.00 105,000 Wood Doors-Single,PL-2 Finish 86 EA 650.00 55,900 Interior Hollow Metal Window Frames 12 EA 750.00 9,000 Door Hardware Allowance 90 SETS 1,500.00 135,000 Installation of Doors&HW 95 OPNGS 500.00 47,500 Auto Operators 2 EA 3,500.00 7,000 Budget-Temp Exterior Doors 12 EA 1,250.00 15,000 0833-Overhead Doors 72,000 Fire Shutters 10x10 4 EA 18,000.00 72,000 0841-Glass&Glazing 700,700 Aluminum-Framed Door w/Hardware 10 LEAF 6,300.00 63,000 1-Hr Fire Rated Storefront System 596 SOFT 528.52 315,000 Exterior Storefront 638 SOFT 62.70 40,000 Punched Openings 1,802 SOFT 59.38 107,000 Horizontal Sunshades 216 LNFT 277.78 60,000 Interior Storefront 354 SOFT 42.37 15,000 Full Height Mirror @ FiTONSess Room 105 SQFT 23.81 2,500 Frameless Wall Mounted Mirror 117 SOFT 21.37 2,500 Door Vision Lites 2,531 SOFT 17.78 45,000 Glass Railings at Monumental Stair 78 LNFT 650.00 50,700 0929-Drywall&Framing 1,070,000 Standard Interior Wall-Framing and Drywall 64,759 SOFT 16.21 1,050,000 Cold-Formed Metal Framing 49,700 SOFT - w/Above Rated Interior Wall-Framing and Drywall 5,090 SOFT - w/Above Painted Gypsum Ceiling 4,000 SOFT - w/Above In-Wall Blocking 1 LSUM 20,000.00 20,000 0930-Ceramic Tile 144,000 Tile Flooring-TL1 1,437 SOFT 17.40 25,000 Tile Flooring-TL4 304 SOFT 16.45 5,000 Tile Backsplash-TL3 628 SOFT 29.46 18,500 Tile Wall-TL1 3,857 SOFT 17.24 66,500 Tile Wall-TL2 385 SOFT 50.65 19,500 Schluter Dilex inside and outside corners 93 EA 26.88 2,500 Schluter Dilex Metal Cove 524 SOFT 7.63 4,000 Schluter Metal Edge 369 LNFT 6.78 2,500 Floor Protection 1,741 SOFT 0.29 500 0951-Acoustical Ceilings 460,000 Acoustical Ceiling,2'x 2'-APC-1 25,150 SOFT 10.74 270,000 Acoustical Wall Panels-AWP1/AWP2/AWP3 425 SOFT 47.06 20,000 Wood Veneer Panels-AMC-1 2,600 SOFT 65.38 170,000 0965-Resilient Flooring 237,000 Carpet Tile,24"x24"-CPT1 25,893 SOFT 6.18 160,000 Entrance Mat-EM 595 SOFT - w/Above Transition Strips 467 LNFT - w/Above Rubber Base,2-1/2"H-RB1 4,560 LNFT 2.41 11,000 Rubber Base,6"H-RB2 1,200 LNFT 3.33 4,000 Resilient Athletic Flooring-RAF1 1,700 SOFT 36.47 62,000 Rubber Base-RBR 135 LNFT - w/Above 0991-Paint 258,595 Paint Scope 1 LSUM 215,000.00 215,000 PT-1--Gypsum Ceilings 4,000 SOFT - w/Above PT-2--Interior Walls 119,459 SOFT - w/Above PT-5--Exposed Ceilings 8,750 SOFT - w/Above PT-2--Interior Walls 90 EA - w/Above Misc.Paint 43,595 GSF 1.00 43,595 1000-Building Specialties 327,815 DMB-Dry Erase Markerboards,up to 8'high AFF 1,537 SOFT 75.00 115,275 Toilet Compartments-ADA 6 EA 2,000.00 12,000 Toilet Compartments-Standard 11 EA 2,000.00 22,000 Toilet Compartments-Urinal Screen 4 EA 650.00 2,600 CG1-Corner Guards 216 EA 45.00 9,720 End Wall Guards(Stainless) 8 EA 450.00 3,600 TA-1 TOILET TISSUE(ROLL)DISPENSER,OFCI 17 EA 35.00 595 TA-2 PAPER TOWEL(ROLL)DISPENSER,OFCI 6 EA 35.00 210 TA-3 WASTE RECEPTACLE,OFCI 6 EA 35.00 210 TA-4 SOAP DISPENSER, OFCI 6 SETS 35.00 210 TA-5A 18"GRAB BAR 6 EA 65.00 390 TA-58 36"GRAB BAR 7 EA 85.00 595 TA-5C 42"GRAB BAR 7 EA 95.00 665 TA-5D TWO-WALL SHOWER STALL GRAB BAR 4 EA 365.00 1,460 TA-5E 18"VERTICAL GRAB BAR 6 EA 35.00 210 TA-6 SANITARY NAPKIN DISPOSAL UNIT 10 EA 200.00 2,000 TA-7 SANITARY NAPKIN DISPOSAL VENDOR 3 EA 250.00 750 TA-8 MIRROR,24"x 48" 18 EA 400.00 7,200 TA-9 TOILET STALL HOOK 21 EA 25.00 525 TA-10 SHOWER CURTAIN ROD 8 EA 65.00 520 TA-11 SHOWER CURTAIN 8 EA 50.00 400 TA-12 Folding Shower Seat 2 EA 355.00 710 TA-13 Soap Dish-w/Tile -EA - - TA-14 Robe Hook 8 EA 15.00 120 TA-15 Diaper Changing Station 2 EA 1,000.00 2,000 TA-16 Custodial Utility SheLNFT 1 EA 350.00 350 TA-17 Custodial Mop and Broom Holder 1 EA 500.00 500 Fire Extinguisher and Cabinet 5 EA 1,000.00 5,000 Fire Extinguisher w/bracket only 10 EA 200.00 2,000 Metal Lockers w/built in boot storage and bench,Mens Restroom 102 EA 1,000.00 102,000 Metal Lockers w/built in boot storage and bench,Womens Restroom 34 EA 1,000.00 34,000 1014-Building Signage 22,909 Code Required Signage 43,595 GSF 0.25 10,899 Sign Type 4-Room ID Signs 65 EA 150.00 9,750 Sign Type 12-Restroom Room ID 8 EA 65.00 520 Sign Type 13-Stair ID 4 EA 60.00 240 Exterior Building Signage 1 EA 1,500.00 1,500 1065-Operable Partitions 35,000 Operable Panel Partition at Multi-Purpose/Break Rm(STC 52) 1 LSUM 35,000.00 35,000 1130-Residential Appliances 14,900 Microwave 3 EA 800.00 2,400 Dishwasher 1 EA 1,000.00 1,000 Garbage Disposal 2 EA 500.00 1,000 Icemaker 1 EA 1,000.00 1,000 Refrigerator 3 EA 2,500.00 7,500 Coffee Maker 2 EA 1,000.00 2,000 1224-Window Coverings 28,400 WT-1,Single Roller Shades 46 EA 500.00 23,000 WT-2,Dual Roller Shades 6 EA 900.00 5,400 2100-Fire Protection 380,000 Dry Pipe System @ Exterior BBQ Canopy 1,856 GSF - w/Above Wet Pipe System 43,389 GSF 8.76 380,000 2200-Plumbing 836,000 Domestic Water Distribution 43,595 GSF 6.19 270,000 Natural Gas 43,595 GSF 0.34 15,000 Plumbing Fixtures&Equipment 43,595 GSF 5.53 241,000 Sanitary Waste 43,595 GSF 7.11 310,000 2300-Mechanical 2,074,000 Air Conditioning Unit 5 EA 28,000.00 140,000 Air Handling Unit 2 EA 312,500.00 625,000 Condensing Unit 8 EA - w/Above Fan Powered Box 50 EA 2,540.00 127,000 HVAC Ductwork&Piping 43,595 GSF 20.64 900,000 Electric Unit Heater 2 EA 3,500.00 7,000 Exhaust Fan 6 EA 7,500.00 45,000 Louvers 9 EA 2,777.78 25,000 VAV Box 18 EA 1,388.89 25,000 Diffusers,Registers&Grilles 632 EA 284.81 180,000 2600-Electrical 2,847,790 Electrical Service&Distribution-Normal Power 43,595 GSF 8.95 390,175 Electrical Service&Distribution-Emergency Power 43,595 GSF 1.50 65,393 Lighting and General Power 43,595 GSF 29.90 1,303,491 Lighting Fixture Package incl Controls 1 LSUM 443,771.00 443,771 Building Temporary Lighting and Power 43,595 GSF 1.00 43,595 Low Voltage Pathways 43,595 GSF 4.00 174,380 LighTONSing Protection Grounding Riser 1 LSUM 24,298.00 24,298 LighTONSing Protection System&Grounding loop 1 LSUM 76,291.00 76,291 MEP&Misc Equipment Connections 43,595 GSF 4.75 207,076 Refed Ex Dist Board in Office from New MS8 1 LSUM 119,320.00 119,320 TE 2.005-Move Early Work to Precon-Data logger on existing gear to validate Phase 1 loads - - w/Precon 2831-Fire Alarm 123,659 Fire Alarm System 43,389 GSF 2.85 123,659 3100-Earthwork 253,400 Excavate 5'-0"@ Building Pad 3,380 CY 30.00 101,400 Import 4'-6"of Select Fill @ Building Pad 3,040 CV 50.00 152,000 3231-Fencing 4,000 Fencing-8'Chain Link @ Mechanical Yard 50 LNFT 80.00 4,000 9900-Allowances 382,500 3-Hr Rated Assembly Design Development 1 LSUM 250,000.00 250,000 Furniture Coordination 1 LSUM 25,000.00 25,000 Inspector Code Interpretation 1 LSUM 100,000.00 100,000 Zero/Six Drawing Review of Waterproofing/Envelope 1 LSUM 7,500.00 7,500 SWPPP-Initial Installation 130,000 SOFT 0.10 13,000 Subtotal $30,580,221 1.4=0 HEMS,PHEL PS 8/6/2025 �laa. 11110,Heuaia. Bob Bennett Complex GMP Rev-1 Estimate Report Phase 5 Breakdown by Bid Package Bid Package 5A-Fuel(F)&Wash(W)Bays Total 130,000 GSF 0175 Final Clean 2,600 2,600 0330 ' Concrete 446,150 446,150 0335 Polished Concrete 7,920 7,920 0420 Masonry 273,000 273,000 0510 Structural Steel 403,575 403,575 0620 Millwork - - 0727 Waterproofing 3,000 3,000 0740 Roofing 202,654 202,654 0742 Metal Panels - - 0781 Fireproofing - - 0810 Doors,Frames&HW 22,150 22,150 0833 Overhead Doors 19,500 19,500 0841 Glass&Glazing - - 0929 Drywall&Framing - - 0930 Ceramic Tile - - I 0951 Acoustical Ceilings - - 0965 Resilient Flooring - - 0991 Paint 460 460 1000 Building Specialties 1,540 1,540 1014 Building Signage 2,100 2,100 1065 Operable Partitions - - 1111 Storage Equipment - - 1111.A i Fuel Island 626,800 626,800 1111.B Vehicle Wash Bay Equipment 715,632 715,632 1130 Residential Appliances - - 1224 Window Coverings - - 1334 Pre-Engineered Metal Building - - 2100 Fire Protection 6,435 6,435 2200 Plumbing 20,046 20,046 2300 Mechanical 25,000 25,000 2600 Electrical 978,531 978,531 2831 Fire Alarm 22,800 22,800 3100 Earthwork 261,410 261,410 3213 Site Concrete 571,378 571,378 3217 Pavement Markings 3,900 3,900 3231 Fencing 207,840 207,840 3284 Landscaping&Irrigation 50,463 50,463 3300 Site Utilities 364,000 364,000 3311 , SWPPP 13,000 13,000 9900 Allowances - - Subtotal $5,251,884 $5,251,884 GENERAL CONDITIONS General Conditions w/Phase 2 General Requirements w/Phase 2 INDIRECTS&RESERVES Contractor's Bonds w/Phase 2 Subcontractor&Supplier Bonds w/COW Builder's Risk Insurance w/Phase 2 General Liability Insurance w/Phase 2 CM Contingency w/Phase 2 Owner Betterment w/Phase 2 FEES Contractor's Fee w/Phase 1 Total I $5,251,884 0 HENSEL PHELPS 8/6/2025 PI" 11111.14nnnp. Bob Bennett Complex GMP Rev-1 Estimate Report Phase 5 Detail Bid Package Name Quantity UOM Unit Cost Total SA-Fuel(F)&Wash(W)Bays 5,251,884 0175-Final Clean 2,600 Final Clean 130,000 GSF 0.02 2,600 0330-Concrete 446,150 Fuel Island Canopy,Grade Beams(30"D x 16"W) 330 LNFT 145.00 47,850 Fuel Island Canopy,Misc Concrete(Curbs,Pads,Grout,Bolts) 3,000 GSF 5.00 15,000 Fuel Island Canopy,Perimeter Footings(4'x4'x2'-6"( 2 EA 2,250.00 4,500 Fuel Island Canopy,Perimeter Footings(6'x4"x2'-6"( 7 EA 2,500.00 17,500 Fuel Island Canopy,Slab on Grade(6")incl dry shake hardener and underslab vapor barrier 3,000 SOFT 7.75 23,250 Fuel Island Canopy,Spread Footings(6'x6'x2'-6") 3 EA 2,750.00 8,250 Wash Bays,Grade Beams(30"D x 16"W) 920 LNFT 145.00 133,400 Wash Bays,Misc Concrete(Curbs,Pads,Grout,Bolts) 7,400 GSF 5.00 37,000 Wash Bays,Perimeter Footings(4'x4'x2'-6"( 4 EA 2,250.00 9,000 Wash Bays,Slab on Grade(6")incl dry shake hardener and underslab vapor barrier 7,400 SOFT 7.75 57,350 Wash Bays,Spread Footings(6'x6'x2'-6") 1 EA 1,850.00 1,850 Wash Bays,Vehicle Wash Pit Walls(5'x10") 2,400 SOFT 38.00 91,200 0335-Polished Concrete 7,920 Sealed Concrete 7,200 SOFT 1.10 7,920 0420-Masonry 273,000 Exterior 3 5/8"CMU Block 7,800 SOFT 35.00 273,000 0510-Structural Steel 403,575 Roof Framing at wash bay 37 TONS 8,250.00 301,125 Roof Decking at wash bays 8,150 SOFT 9.00 73,350 Miscellaneous Steel,embedded items 1 TONS 6,000.00 6,000 Overhead Door Support Steel Frame 1 EA 7,500.00 7,500 Bollards 24 EA 650.00 15,600 0727-Waterproofing 3,000 Waterproofing&Sealants 7,800 SOFT 0.38 3,000 0740-Roofing 202,654 Standing Seam Metal Roof,24ga 7,600 SOFT 26.67 202,654 Gutter/Downspouts 160 LNFT - w/Above 0810-Doors,Frames&HW 22,150 HM Doors,Exterior 5 EA 1,750.00 8,750 HM Frames,Single Exterior 3 OPNGS 500.00 1,500 HM Frames,Double Exterior 1 OPNGS 650.00 650 Door Hardware Allowance 5 SETS 1,750.00 8,750 Installation of Doors&HW 5 OPNGS 500.00 2,500 0833-Overhead Doors 19,500 Overhead Coiling Door,Equip Room,10x10(power operated) 1 EA 19,500.00 19,500 0991-Paint 460 Paint Hollow Metal Frames 4 EA 115.00 460 1000-Building Specialties 1,540 TA-1 TOILET TISSUE(ROLL)DISPENSER,OFCI 1 EA 35.00 35 TA-2 PAPER TOWEL(ROLL)DISPENSER,OFCI 1 EA 35.00 35 TA-3 WASTE RECEPTACLE,OFCI 3 EA 200.00 600 TA-4 SOAP DISPENSER,OFCI 1 EA 35.00 35 TA-50 36"GRAB BAR 1 EA 65.00 65 TA-5C 42"GRAB BAR 1 EA 85.00 85 TA-8 MIRROR,24"x 48" 1 EA 400.00 400 TA-17 Custodial Mop and Broom Holder 1 EA 250.00 250 Fire Extinguisher w/bracket only(copy) 1 EA 35.00 35 1014-Building Signage 2,100 Room ID Signs 4 EA 150.00 600 Exterior Building Signage,Wash Bay 1 EA 750.00 750 Exterior Building Signage,Fuel Canopy 1 EA 750.00 750 1111.A-Fuel Island 626,800 Backfill Material 1 LSUM 7,600.00 7,600 Barricades/Fencing/Erosion Control 1 LSUM 1,500.00 1,500 Canopy&Canopy Installation 1 LSUM 95,000.00 95,000 Crane Service 1 LSUM 6,500.00 6,500 Demo&Removal 1 LSUM 1,000.00 1,000 Equipment Start-Up Travel,Mileage and Labor 1 LSUM 6,000.00 6,000 Fuel Electrical Labor&Materials 1 LSUM 83,000.00 83,000 Fuelmaster Cloud Based Fuel Management System 1 LSUM 25,000.00 25,000 Gasboy Dispensers 1 LSUM 55,500.00 55,500 Heavy Equipment Required for Installation 1 LSUM 17,000.00 17,000 Hose/Nozzle/Swivel Assemblies 1 LSUM 6,000.00 6,000 Installation Travel,Mileage and Labor 1 LSUM 125,000.00 125,000 OPW Island Forms 1 LSUM 6,500.00 6,500 Permitting 1 LSUM 1,900.00 1,900 Pipe Fittings 1 LSUM 1,500.00 1,500 Soils Haul Off 1 LSUM 3,000,00 3,000 Sumps&Hardware 1 LSUM 3,100.00 3,100 Tank&Tank Freight 1 LSUM 120,000.00 120,000 Tank Pipe Fittings 1 LSUM 1,200.00 1,200 Tank Valves/Fittings/Hardware 1 LSUM 35,000.00 35,000 Tank/Line/Leak Detector Testing 1 LSUM 1,000.00 1,000 Vedeer Root TLS450PLUS ATG 1 LSUM 24,500.00 24,500 1111.E-Vehicle Wash Bay Equipment 715,632 Wash Bay Equipment Allowance 3 EA 238,544.00 715,632 2100-Fire Protection 6,435 Wet Pipe System 1,170 GSF 5.50 6,435 2200-Plumbing 20,046 Domestic Water Distribution 7,800 GSF 0.85 6,630 Sanitary Waste 7,800 GSF 0.77 6,006 Plumbing Fixtures 7,800 GSF 0.95 7,410 2300-Mechanical 25,000 Air Conditioning Unit 2 EA 12,500.00 25,000 2600-Electrical 978,531 Electrical Service&Distribution-Normal Power 8,000 GSF 3.00 24,000 Lighting and General Power 8,000 GSF 12.00 96,000 Lighting Fixture Package incl Controls 1 LSUM 44,245.00 44,245 MEP Equipment Power&hookups 1 LSUM 15,000.00 15,000 Building Temporary Lighting and Power 8,000 GSF 1.00 8,000 Low Voltage Pathways 8,000 GSF 5.00 40,000 Lightning Protection System&Grounding loop 8,000 GSF 1.25 10,000 Site-MV Ductbanks(empty for Oncor) 250 LNFT 490.00 122,500 Site-Comm Ductbanks(empty for Provider) 250 LNFT 490.00 122,500 Site-Secondary Service Feeders&Pathway 130,000 GSF 1.05 136,500 Site-Parking lot Lighting Circuits 130,000 GSF 0.26 33,800 Site-Parking Lot Light Fixture Allowance incl controls 1 LSUM 36,300.00 36,300 Site-Comm Underground Pathways&Power 130,000 GSF 0.25 32,500 Site-Landscape&Other Decorative Lighting 130,000 GSF 0.40 52,000 Site-Temporary Construction Power Infrastructure 130,000 GSF 0.20 26,000 Site-Trenching 1 LSUM 106,152.00 106,152 Haul-off own spoils 1 LSUM 23,034.00 23,034 TE 2.010-Phase 5 Gate Modifications-Site-Power&Security for gates 5 EA 10,000.00 50,000 2831-Fire Alarm 22,800 Fire Alarm System 8,000 GSF 2.85 22,800 3100-Earthwork 261,410 Clear&Grub 130,000 SOFT 0.50 65,000 Excavate&Recompact 12"General Fill/Moisture Condition @ Concrete Paving 2,240 CY 30.00 67,200 TE 2.010-Phase 5 Site Modifications-North Rd Transition - - w/below TE 2.010-Phase 5 Site Modifications-Remove and haul-off existing 4,500 SQFT 15.00 67,500 TE 2.010-Phase 5 Site Modifications-Excavate&Recompact 12"General Fill/Moisture Condition @ Concrete Paving 167 CY 30.00 5,010 TE 2.010-Phase 5 Site Modifications-Crushed base 112 CY 45.00 5,040 TE 2.010-Phase 5 Site Modifications-South Entrance - - w/below TE 2.010-Phase 5 Site Modifications-Remove and haul-off existing(copy) 3,000 SOFT 15.00 45,000 TE 2.010-Phase 5 Site Modifications-Excavate&Recompact 12"General Fill/Moisture Condition @ Concrete Paving(copy) 111 CY 30.00 3,330 TE 2.010-Phase 5 Site Modifications-Crushed base(copy) 74 CY 45.00 3,330 3213-Site Concrete 571,378 Concrete Paving(8") 60,220 SOFT 7.90 475,738 Curb&Gutter 930 LNFT 8.00 7,440 Misc Site Concrete(Curbs,Bases,etc.) 130,000 GSF 0.15 19,500 TE 2.010-Phase 5 Site Modifications-North Rd Transition - - w/below TE 2.010-Phase 5 Site Modifications-Concrete paving 7"at North Rd 4,500 SOFT 7.90 35,550 TE 2.010-Phase 5 Site Modifications-Curb&Gutter 250 INFT 27.00 6,750 TE 2.010-Phase 5 Site Modifications-South Entrance - - w/below TB 2.010-Phase 5 Site Modifications-Concrete paving 7" 3,000 SOFT 7.90 23,700 TE 2.010-Phase 5 Site Modifications-Curb&Gutter 100 LNFT 27.00 2,700 3217-Pavement Markings 3,900 Pavement Markings 130,000 GSF 0.03 3,900 3231-Fencing 207,840 Fencing-46'Vehicle Sliding Gates S EA 28,000.00 140,000 Fencing-8'Chain Link 1,060 LNFT 64.00 67,840 3284-Landscaping&Irrigation 50,463 Landscape&Irrigation 130,000 GSF 0.39 50,463 3300-Site Utilities 364,000 Utilities-Water 130,000 GSF 0.40 52,000 Utilities-Waste Water 130,000 GSF 0.25 32,500 Utilities-Storm Sewer 130,000 GSF 2.15 279,500 3311-SWPPP 13,000 SWPPP-Initial Installation 130,000 SOFT 0.10 13,000 Subtotal $5,251,884 1-4=. HENSIL PHELPS 8/6/2025 Kew.into.ill rago. Bob Bennett Complex GMP Rev-1 Estimate Report Phase 1 Renovations Breakdown by Bid Package Bid Package Phase 1 Renovations Total 0175 Final Clean - - 0330 Concrete 12,575 12,575 0335 Polished Concrete - - 0420 Masonry - - 0510 Structural Steel - - 0620 Millwork 26,000 26,000 0727 Waterproofing 667 667 0740 Roofing - 0742 Metal Panels - - 0781 Fireproofing - - 0810 Doors,Frames&HW 1,500 1,500 0833 Overhead Doors - - 0841 Glass&Glazing 33,292 33,292 0929 Drywall&Framing 2,750 2,750 0930 Ceramic Tile - - 0951 Acoustical Ceilings 4,320 4,320 0965 Resilient Flooring - - 0991 Paint 2,756 2,756 1000 Building Specialties 10,925 10,925 1014 Building Signage - - 1065 Operable Partitions - - 1111 Storage Equipment - - 1111.A Fuel Island - 1111.B Vehicle Wash Bay Equipment - 1130 Residential Appliances - - 1224 Window Coverings - - 1334 Pre-Engineered Metal Building - - 2100 Fire Protection 5,000 5,000 2200 Plumbing 3,260 3,260 2300 Mechanical 2,079 2,079 2600 Electrical 4,150 4,150 2831 Fire Alarm - 3100 Earthwork - - 3213 Site Concrete - - 3217 Pavement Markings - 3231 j Fencing 1,000 1,000 3284 Landscaping&Irrigation - - 3300 Site Utilities - 3311 SWPPP - - 9900 Allowances - - Subtotal $110,274 $110,274 GENERAL CONDITIONS General Conditions w/Phase 2 General Requirements w/Phase 2 INDIRECTS&RESERVES Contractor's Bonds w/Phase 2 Subcontractor&Supplier Bonds w/COW Builder's Risk Insurance w/Phase 2 General Liability Insurance w/Phase 2 CM Contingency w/Phase 2 Owner Betterment w/Phase 2 FEES Contractor's Fee w/Phase 2 Total 1 I $110,274 Q HENSEL PHELPS 8/6/1025 Pion.Irid.M,n,r,. Bob Bennett Complex GMP Rev-1 Estimate Report Phase 1 Renovation Detail Bid Package Name Quantity UOM Unit Cost Total 1A-Phase 1 Renovations 110,274 0330-Concrete 12,575 TE 1.008.01-Modify existing vehicle gate-Pourback Paving at Old Loop 50 LNFT 35.00 1,750 TE 1.008.01-Modify existing vehicle gate-Removal of Existing Loop&Wire 50 LNFT 20.00 1,000 TE 1.008.01-Modify existing vehicle gate-Sawcut Concrete Paving at New Loop 100 LNFT 25.00 2,500 TE 2.011-Level 2 Leak Mitigation-Sawcut concrete landing for trench drain and remove 20 SQFT 35.00 700 TE 2.011-Level 2 Leak Mitigation-Pourback concrete with trench drain 15 SOFT 200.00 3,000 TE 1.008.06-Women's Mud Room-Pourback SOG 50 SQFT 35.00 1,750 TE 1.008.06-Women's Mud Room-Sawcut SOG 75 LNFT 25.00 1,875 0620-Millwork 26,000 TE 1.008.14-Provide wardrobes at corridor-7'high Wardrobe,2'deep 50 LNFT 520.00 26,000 0727-Waterproofing 667 Self-Adhered Flexible Flashing 5 LNFT 10.00 50 TE 1.008.08-Address surface cracks-Patch crack exposed in corridor and at control joint 100 LNFT 2.67 267 TE 1.008.08-Address surface cracks-Retool and replace sealant 100 LNFT 3.50 350 0810-Doors,Frames&HW 1,500 TE 1.008.03-Modify existing personnel gate-Panic Hardware 1 EA 500.00 500 TE 1.008.03-Modify existing personnel gate-Plates to prevent exterior access to hardware 1 EA 1,000.00 1,000 0841-Glass&Glazing 33,292 Aluminum-Framed Door w/Hardware 1 LEAF 6,300.00 6,300 TE 1.008.07-Add Security Door at N.Corridor-Aluminum-Framed Door w/Hardware 2 LEAF 6,250.00 12,500 TE 1.008.11-Add Security Door at Lobby-Aluminum-Framed Door w/Hardware 2 LEAF 6,250.00 12,500 Horizontal Sunshades 6 LNFT 278.00 1,668 Door Vision Lites 18 SQFT 18.00 324 0929-Drywall&Framing 2,750 TE 1.008.06-Women's Mud Room-Interior Partition 100 SQFT 8.00 800 TE 1.008.06-Women's Mud Room-Partial demo&patch existing drywall ceiling/wall for new fixture and wall tie-ir 1 LSUM 1,000.00 1,000 TE 1.008.17-Water Meter Rm-Remove and replace drywall 100 SQFT 9.50 950 0951-Acoustical Ceilings 4,320 TE 1.008.04-Add acoustical clouds at Crew Area-Hanging Acoustical Cloud 6 PNLS 720.00 4,320 0991-Paint 2,756 TE 1.008.06-Women's Mud Room-Tape,float,paint new walls 100 SQFT 2.81 281 TE 1.008.06-Women's Mud Room-Tape,float,paint patched walls/ceilings 1 LSUM 150.00 150 TE 1.008.17-Water Meter Rm-Tape,float&Finish drywall patch 100 SQFT 1.50 150 TE 1.008.09-Correct beam color at 3 exterior beams-Paint existing red beam 300 SOFT 3.50 1,050 TE 1.008.09-Correct beam color at 3 exterior beams-Prep beam and blast to remove existing paint 300 SQFT 3.75 1,125 1000-Building Specialties 10,925 TE1.008.15-Bird Netting at existing dock 2,185 SQFT 5.00 10,925 2100-Fire Protection 5,000 TE 1.008.04-Add acoustical clouds at Crew Area-Rework fire protection 1 LSUM 5,000.00 5,000 2200-Plumbing 3,260 TE 1.008.06-Women's Mud Room-Tie-into existing drain line to add new drain extension 1 LSUM 800.00 800 TE 1.008.06-Women's Mud Room-New drain body and grating 1 LSUM 1,100.00 1,100 TE 1.008.06-Women's Mud Room-F-1 plumbing fixture 1 EA 410.00 410 New Drain Piping @ Existing Exterior Stair 25 LNFT 20.00 500 Trench Drain @ Level 2 Landing 5 LNFT 90.00 450 2300-Mechanical 2,079 TE 1.008.06-Women's Mud Room-Add supply air 110 SQFT 18.90 2,079 2600-Electrical 4,150 TE 1.008.06-Women's Mud Room-Remove can light 1 LSUM 150.00 150 TE 1.008.17-Water Meter Rm-Rerun wiring to existing switches 1 EA 500.00 500 TE 1.008.01-Modify existing vehicle gate-Extend underground conduit,direct buried 50 LNFT 25.00 1,250 TE 1.008.06-Women's Mud Room-Add exit sign 1 EA 250.00 250 TE 1.008.06-Women's Mud Room-Linear Fixture 1 EA 1,000.00 1,000 TE 1.008.17-Water Meter Rm-Add swith to current water meter room including conduit and wiring 1 EA 1,000.00 1,000 3231-Fencing 1,000 TE 1.008.01-Modify existing vehicle gate-Install new Vehicle Detection Loop Wiring 1 LSUM 1,000.00 1,000 Subtotal $110,274 • T I 2024 g I SepI I I My 1�/Yr 2025 AYv 2026 ton 10 Name our Seat Flneh r �414.1 D}Ij of ft1 �if)':�}11 YN 1 Jun Jul My R Oct Nov Dec ; I p 'dry( 'cal '��t • ' 7 A3050 Phase 2 Construction Sun 0d 08.Sep.25 rya.Phase 2 Construction Start ��a A3140 Phase 2-Civil 6 Underground 77d 08•Sap•25 23-Dee-25 -Phase 2-Civil 6 Underground 43150 Phase 2•Structural 6 Building Envelope 136d 02-Dec.25 09-Junv26 Phase 2•Structural E.Buadng EmNope A3170 .Phase 5•Clod 6 Underground 76d 13-Jan•26 28Apr-26 -Ruse 5-CM 6 Underground A3120 Phase 5 Construction Start Od 13.3aa26 •Ruse 5 Construction Start A3160._.._. Phase 2•Burk ov out 6 Finishes I 183d_ 10•Mar-Mar 194426 Phase 2-Build..6 Finales 43180 Phase 5•Structural 6 Bulking Envelope _ 65d 2944x.26 28414.26 MIIIM Phase 5•Structural E.Bc 2.64 Envelope A3190Phase 5•PAR. Finishes 87d 29•A.620 26.0 -26 -Rex 5-Bubaut 6 F�mhes •Phase?Owner Turnover A3070 R w•use 2 Ow er Turnover Od 26-N26 A3130 Phase 5 Owner Turnover Od 26•Nov-26 ♦Ruse 5 Owner Turnover Phase 2 T,enwpvcann 40711 17444y.240 01343a0.25 A1010 RFP•CMAR(Pre-Caotructlpn) 15d 17-61ey-24 07.Jun•240 RFP•CMAR(Pre-Construction) A1020 REP•CMAR Review/Score/Interviews 14d 10•Ju1.240 28•Jut-240 -RFP-CMAR Review/Score/Interviews A1030 RFP•CMAR Legal Contract CORR 14d 01•1W24 2 te-Jul•240 MI RFP-[NOR Legal Contract CORR _A1040 REP.CMAR Coma Approval 150 2244.24 12-Aug•240 RFP•CMAR Count*Approval _A1030 Design Report with Room Data Sheets 63d 25•Sep•210 20.Oec•240 Design Report with Room Data Sheets A1060 CORR•Review with Stakeholder Grgp 12d Oa-Feb.250 19•Feb.250 CORR-Review with Slakelalde Group A1080 50%Drawings and B00 for Renew 30d 18-Feb•250 31•6W-250 sNIM 30%Drawings and BOO for Review A1090 City Rawer of 30%Drawings 1011 01•Ap-250 14•AR•250 NM City Review of 30%Drawings A1110 05%Design Development Design Mena/SWIlutaru Sod 1SApr.250 23-Ju-250 -65%Design Development Design Pens/Specifications A1120 Early Raley Package•95%CML Warshaw 6 ShopIFC Aukge 50d 15•AR•2501 23•Jvr•250 Cady Release Package•95%CINI,WaNwuse 6 Shop IFC Pawkgc A1140 City Review a165%Drawings 15d 24•Ain-2501 14-Juk25 l City Review of65%bravnngs A1170 COWres Apgwal of65%GAM Sr 95%Early Release Package 24d 05.4ug-25 i 05-Sep.25 IMMO Coucil Aporoval0165%CedP 6 95%Early Release Package A1190 95%Design Development.Design Plans/Spe08catkro DFPsa) Sad 05-pug-25 17-Oct-25 II•MINM 95%Design Development Design Mans/Specifications(FP Set) A1180 NTP for Early Release Package Construction Od 05•Sep•25 ♦NTP for Lady Release Package Construction A1200 City Renew of OS%Orewrngs 15d 20.0c1•25 07-Nov25 MIN City Review of 95%Drawings A1240 100%lswe for Consvcutlon Sealed Rans/Specifications 15d 10-Nov•25 28-Npv25 100%Issue for Consncwlon Sealed Mans/specllkabns A1050 ROM Cost Estimate 31d 23-Dec-24 ggi 03•Fe6.250 ROM Cost Estimate A1100 OMAR Cost Estimate Based on 30%Drawings '. 25d1 01•4p-250r 05•May-250 CMAR Cost,stMae Based on 30%Ouwngs A1160 Set GAP/GMP Review 6 Acceptance 300 24-Jur250I 04-Aug•25 GM iew P/GMP Rev 6 Acceptance A1130 Bidding Process for Ea7y Release Package lI un 30d 24•J -250I sin GIMP Bidding Process tor Early Release Package Al 150 CMAR Cost Emmett Based on 65%Drawings 15d 24•Jun-2501 14•Ju425 CMAR Cost Estmae Based on 65%Drawings A1230 Bidding Process of 95%Drawings 36d 20-Oct-25 08.Dec•25 Bidding Process of 95%Drawings Ruse 2 Transponahn 314d 08.S p.25 19449v26 A1560 Make Sae MEP Prnru Dernva$hon Sol 065q•25 12•Sap•25 •Melee Sale MEPPMt to Deno at Slop A1570 Paving Demo Sd IS-Sep-25 19.5ep•25 •Paving Owno A1580 tltNity Locate Id 22-Sep.25 22•Sep•25 I Utility Wale 41590 See Eteweon � 10d 23•Sep•25 06.011.25 In See Eaavwon A1640 Site Pre 20d 07.0ct•25 0344.25 Site Rep A1650 Underground Clod Manes 15d 04-Nov•25 24-Nov•25 NMI Undwgmuttd C.04 Ut80as A1660 Building Pad 5d 25•N0v25 01•Dec•25 ■BugMng Pad A1670 Foundations 1 25.1 09•Dec-25 12.1.26 Foundations A1680 Erect Structural Seal(PEMB) 20d 13-Jan•26 I 09•Feb-26 1=00 Erect Structural Seel(PEMB) A1690 Install Roof(P0MB) 10d 10•Fe6.20 23•Feb.20 -install Roof IPEMBI A1700 I sma Skin(PEMB) 10d 24•Feb.26 09•Ma,•26 -install Skin(PEMBI A1710 Set MEP Equipment Sd 10•Mer.26 16•Mar•20 •Sac MEP Equipment A1720 Begin MEP Rough In 15d 17-Mar•26 06-4 4.26 Begin MEP Rough In A1730 install Roll Up Doors 10d 07-Apr-26 20-Apr•26 -Install Rol Up Doors A1740 Inter.Rashes 10d 21•Apr•26 ) 04-May-26 -Menor.Finishes A1750 MEP TrOn Out 5d O5•May26 11•May20 ■MEP Trim Out A1760 MEP CJt and Testing 5d 12•klay-20 18•May-26 ■MEP CA and Testing A1720 Pudilkt 10d 194May26 01•1un-20 NI Ron-Mist 41780 Omar Turnover 0d 01•Ju1.20 ♦Owner Turnover i 43200 Naugl,Grade 10d 15.5ep.25 25.Sep-25 I Rough Grade A5270 Install Midas 15d 29•Se-25 17.0.25 ins1N1 Utilities 43280 Fee Grade 10d 20-Oct-25 31.0o-25 gat Fine Grade A3290 Concrete Pawns 30d 03-Nov2s I 12-0ec-2s Concrete Penny City of Round Rock Bob Bennett Complex- =Current • Milestones Rev sed 27-Jun•2508:47am. j Data Date 24-Jun•25 HP Project ID No:7024208 I Region Coda:HP-700 I r HENSEL PHELPS Phase 2,3 St 4 MI Progress PR Summary view Name:11x17 I Presentation Template Printed By.Philip Goertz Plan Buhl Manage phases?625 -Critical Page 1 of 3 Pages 2024 10 Na.a Ow Start Fin., M mv4mr+ w De kw t a [YTAI M��Ju p Om a. D.r rn Feb I M q S. . nO g M�F ,.25 26.134.45 A3210 AMID Dade 10d 20.540-25 10.00.25 -Rough Grade A5300 666E Wefts 130 1340.25 31.00,-25 NM Install Utilities 4 A5310 F1laC4ade 10d 03410r25 14-Nov-25 -Flne Grade A3320 Cone..• 300 174b.25 26-01t-25 Concrete Paving A5720 ae�Gada Sd 13.0045 17AL1-25 ■RouM4.de A5330 6etal lAgeYF 13d 03.N0w25 2141oe25 Install Utilities A3340 FIn.Gaada Sd 24469e-25 , 294Epv-25 a Fine Grade A3350 Cub and Goner 15d 01-0.L45 19-0.c.25 IMINI Cure and Grade, A3360 rare Peeing 3d 22•Dw25 26-Dec-25 ■Asphalt Paving A3230 • Roush Gad. 5d 20.071.25 24.00•25 ■Rough,... A3370 Instal/Ikncw Unities I 200 24411e•25 19.0.L•25 -Irma/Remove Unties A3380 Fir Grad. I 50 22.O.c.25 26.0a..25 d Pone Grade A3390 Cub end Goner 15d 29.0..25 164..26 Curb end Gutter A3400 Aphat Paving 5d 19•Ja-26 234..26 ■Asphalt Paving �._-5ale•s" e ■Make Sale MEP Prior to Demo at Warehouse A11103 Sae Demo �' ■Site Demo A1010 Utility Lane Id 22-Sep.25 I Utility l orate A1820 Ste Eravaton _-- 10d• 06-00.25 Sla Et...soon ®Sae Pray ©'' 07.00.25 ® Sae Prep Underground Crul Utilrnes ."®iMMEM .ggi Underground Clv4 Utilgr0 A1g50 Badlry Pad ad 25449e25 01•0ac•25 ■BulIMnB Pea A11160 Fwmdatom 25d 02-Dec-25 I 05-Jwr26 P Foundations A11170 Erect Structural Steal(PEMB) 200 06.3e11.26 02-Feb-26 Erect Structural Steel(PEMBI A10110 Install Roof(PEMB( 106 CO-Feb-26 ! 16-Feb-26 -I stall Roof(PEMBI A11190 Install Son(PEMB) 10d 174-ea.26 1 024.0-26 M Install Sinn(POMP) A1900 Set MEP Eaupnrh Sd 034446 09-1Aar•26 ■Set MEP Equipment A1010 Begin MEP Rough In .ad 1044a.26 30•14.r.26 MIMI Begin MEP Rough In A 1020 Install Rill Up Doors 101 31-M.26 IS-Apr.26 -Mud Rag Up Doors A 1930 Inte.a Eim.M. 106 1a.Ap-26 i 27Jtpr-26 -.tenor P.n.s A 1040 MEP Tnm Out S0 2114p.26 0.-51q.26 ■MEP Err Oa A1950 MEP Cg and Testing 5d 03.M.y.26 11-Mey.26 ■MEP CA and resting A1960 Pu,Odist 100 124Y.26 25.M8y-26 MI PunioNnl A1970 Omer Tumor. aa��Odga��re 26 •CarnetTurnover r M..�gAEagts. A3240 Eanwr.fee FOnde ate 10d 29•1)a.25 094a146 -Erravate tar FourwtiPns A3420 Install thanks 5d 12-1arr26 • 16.1.026 ■Install Unhurt A3410 Canopy FOurdetkrn 20d 194..26 13.F.b.26 -Canopy Fuundatnnl ' A5.30 Erect PEMB Canopy 204 01-14a•26 5054.-26 11 Erect PEMB Canopy A3503 Masonry Screen Wan 20d 31.5.26 274.p-26 IMINN Masonry Screen Wall A3510 MEP Rough In 15d 28.Ap•26 18-May.26 MEP Rough In A3520 Interior Finishes 20d 19-try-26 15•Ju0.26 Memo,Finishes A3530 MEP Thm Out 100 16-Ju1.26 29•Jrn.26 -MEP turn out A3250 Concrete Derr..Foadedons 50d 21Ja..26 034.>26 =I Carat Demo for 1auraaiane A34.0 Craw Foundation 25d 011ie1•26 1044ao26 MI=Canopy Fourdatons A3450 Eon PEMBtariopy 20d 1140.26 07-Ap-26 aaI=11 Erect PkMB Canopy A3460 MEP Routh 0 and Tr. 20d • . 26 26 MEP Rough In and P. A3260 Carlow O.lrobF0a1dal0ra 101 044l.26 174l.26 Concrete Demo for 000,IUatpns A3470 Creepy Pound.krr 200 11140.26 17444.26 MIN.Canopy l°uncut... A3460 Erect PEMB Canopy 20d 16MY46 1enege-26 =MI Oren PEMB Canopy A3490 MEP Rough In and Tao, 20d 1 .-26 12 26 we rush Inarc'rim A2190 M.b Sao MEP enrb Owner OAk. Sd 07.00.25 13.0rd.23 ■Make Sale MEP Her.to Demo at Office A2203 Me Orr Sd 14-0c1.25 20.00•25 ■Sae Demo A7210 U6.y Louts Id 21430.25 21.1302•211 I Uldrty Lane 9.EJ.....1 ®" '®' '...2' -Site Eareenon A2230 Sate Peep 10d 0544v.25 11346av45 MI Ste Prep A2240 Underground Gel URnas 15d 1946.25 09.0.0.5 1i Underground Cava Utilities A2250 goading Pad 10d 10.0.a25 23.0.t43 IN Bud1ry Pad A2260 building FOundatims 30d 24.0ee.25 0344.26 Bulldog Foundation. City of Round Rock Bob Bennett Complex- 11.Current • Milestones Revised 27•]un.25 08:47 a.m. I Data Date:24-Jun-25 HP Project ID No:7024208 j Region Code:HP-700 HENSEL PHELPS Phase 2,3&4 IIIIProgress PR Summary View Nalne:11g17 I Presentation Template Printed By Philip Gcertz Plan Build Manage Phases 2625 11111 Critical Page 2 of 3 Pages 10 Name Dar Start 1 nnbn I4.44•174a •F4,4 ktW#NW'1 Z4i71447t4hi"j h1"F'J 4 h7i h7 '1y44i"" Fw I 1 44M'4'ht�7411 iM 1' 4'>p4't'i°R4 MeF' iU1'{''R4riaM'i 42270 Erect structural Steel 25d 0444426 . 10-Mer.26 Erect Structural Stee. 41150 Install Skin I 45d 11444. aaaaaaaa 26 12-May aM Install SMin 42200 I Install Roof 20d 13.I11f26 09-Jun-26 Install Pool 42300 Set MEP Equipment 15d 10.1e0•26 30-Jun-26 Sec MEP Edu,Pmenl 42310 Begin MEP Rough In 20d 01•1426 2840130 1111 Begin MEP Rough In 42330 Inept.Finishes 354 20.14.26 is-sep46 age Inter.Fmrsns, _A2340 MEP Trim Out 150 16•Sep.26 06-oct-26 NMI MEP Trim Out 42350 MEP CX and Testing 12d 07.06426 22-Oct-26 IIM MEP CO and Testing 41360 PUKMM 20d 23.00.26 19.797.20 MIMI Punchlnl 42370 Owner Turnover OC 19•Nw•26 •owner Turnover Phase 5 Wash 6 Fuel 5tat)n 228d 13.1an•26 26•Noy-26 42780 1 Mao Sale MEP Rrl g0 Deena 5d s}yt.J26O I9-St26 ■Make Sale MEP PM to Clem) 42790 I Building Demo at PSIS .__..__—_ 1Sd 20Jare20 •t 0940.26 MI Budding Demo at PH5 42810 Utility Locate 1d 10-Feb-26 1 104.6.26 1 Uihy 100.10 42520 Sae EKaMIRI 15d 11-Fe6.26 03444e•26 ENS Site Eacava0an 42830 Sne Rep 10d 04.14er-16 17Lhr•20 =Site Rep 42840 Undergrnnd Civil Mimes 20d 18-Mar36 14443r•26 MN.Underground Civil Wows 42850 guiding Pad 10d 154k0r.26 2844r46 aS Budding Pad 42860 Foundnvn 6 Concrete Paving 30d 29.4pr-20 094un.26 Foundaliom 6 Concrete Paving A2870 Erect Structural Steal Root 15tl 10•Ain-2e 30.1wr.26 NIM Erect Structural Steel 6 Root 42000 Install Masonry 20d 01.20-26 28-11.11-26 —Install Masonry 42900 Set MEP E9up ant 15d 294W-26 1g•Aug•26 Set MEP Equipment A2910 eNIn MEP Rough In 25d 19.Wg•26 22-Sep-26 MINIM Begin MEP Rough In A2930 MEP Tom Out 15d 23-Sap-26 15-00.20 MEP Trim Qn 42940 MEP Cx and Testing 12d 14-0ct-26 29-00-26 MS MEP Cx and Testing A2950 Punchlnt 20d 30-066.26 26•Nov-26 M Punchgsl 42960 a owner Turnover 0d 26-Nov-26 •Owner Turnover • City of Round Rock Bob Bennett Complex- =Current • Milestones Revised 27•Jun-2508:47 a.m, j Data Date 24-Jun-25 HP Project ID No:7024208 j Region Coda:HP-700 I,.p HENSEL PHELPS Phase 2,3&4 MI Progress ..Summary View Name:tlx171Presentatlan Template Printed By.Philip Goertz Plan Bulje Manage Phases2&5 -CfIYICai Page 3 of 3 Pages [BOB BENNETT-SITE PHASING PLAN 06.24.25 i • ■■■■■■■■ 1 IV d - �1.r� a 1 • A, nam�nwn I VWPa r I "" j ;iT1T S ,,..,, ».,. �.. ... \ r ....� / (1.1)4:L''' ' _ _ — Ow L ...„ a41111LIAKittaitita -...--,,,,,,„. TOM - —* 1 on — �Ki� .�w EPL POMP ..D.".. W.".201111113MISISSIMILL .N I t.p. f 4 11.1.....4. P"n.r.. '--e CY A- P*piwl CGIMrTNBIE memo mower, 3oai§ate' •Nxw�arz�u�J.�� .. "."nO re, \ PAWINNG G I \ N - F�' i i �•0 \j��.��\• DEVELOPED as w • AREA 1-SEPT 15-DEC 12 N ... "° " n- . ' \`�� \� �`� ` x� e AREA 2-SEPT 29-DEC 26 t 1-_ AREA S-OCT I3-DEC 26 ;RC,PM+1.4�C \� C , _ . • o / YIIV` e 1 \ 1 gAREA4-OCT20-JAN23 f. g _} ,tic _ Li III ^,E.,e.a rw..,-1 I 80,11 Z /I Know where below. ,fE Call before you Gig. LU w MEMO LOSIMPOLINO MD OVIDPIPPO DOMES 1 CONTRACTOR NOTES: N a m...v..armanrocana+n"cnar. li Cncer"c*ae n'OPEIu m LIMY Imn.gC 1' cOrane.n.o1 i wen. (1� MT.,.� » ,,..s.P,K.R. SDvza-xxxxx adorn71.. iilla, Ores 7024208 - CoRR Bob Bennett Site Utilization Plan 7.31.2025 `a'. s. alh, ' 1_ 1 ' •I 11' • .4 1 _ 1 , I N U `i. ' N I' l I i'N 1\1 � I1 �� , .F r lEn - F �sF RN. ,, Iii . •,... , ,,. r li i «n T w. n 4 r SWIllg lance for &FOo d eMierlce &FOD added. , . 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A O A O CO O A O A N A m A V O CO WNW Co O)O cT V-.N V O)-s O-s A V O)CO O an N I Bob Bennett Complex Proposal Package Strategy Schedule Proposal Proposal Documents to Receive Proposals Prelim.Tab Start Work Start Work based on Forward Pass- Sector Bid Package Description Package Sub Documents Title No. HPCC Review/Scope Mg Forward Pass NTP of 6/1/2022 Start Work Date (all at 2:00PM ono) Sector 2E B 0810-Door,Frames&Hardware 2.07 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 14 Thu,Mar 26,2026 Wed,May 20.2026 55 Sector 2B B 0810-Door,Frames&Hardware(P3 Canopy w/PEt 2.07 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 14 Thu,Mar 26,2026 Mon,May 25.2026 60 Sector 2C B 0810-Door,Frames&Hardware(w/PEMB?) 2.07 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 14 Thu,Mar 26,2026 Tue.Feb 24,2026 -30 Sector 5A B 0810-Door,Frames&Hardware 2.07 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 14 Thu,Mar 26,2026 Wed,Jul 01,2026 97 Sector 2B B 0833-Overhead Doors 2.08 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 14 Thu,Mar 26,2026 Mon,May 25,2026 60 Sector 2C B 0833-Overhead Doors 2.08 95%CD Buildout - Mon,Oct 27.25 Thu,Nov 27,25 14 Thu,Mar 26.2026 Mon,Apr 27,2026 32 Sector 2E B 0833-Overhead Doors 2.08 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 14 Thu,Mar 26.2026 Tue,May 19,2026 54 Sector 5A B 0833-Overhead Doors 2.08 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 14 Thu,Mar 26,2026 Tue,Jul 28,2026 124 Sector 2E A 0841-Glass&Glazing 2.09 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 7 Thu,Feb 12.2028 Sat,Mar 28,2026 44 Sector 2E A 0929-Drywall 2.10 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27.25 7 Thu,Feb 05.2026 Wed,Aug 05,2026 181 Sector 2E A 0951-Acoustical Ceilings 2.10 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27.25 7 Thu,Feb 05,2026 Wed,Aug 05.2026 181 _Sector 2E C 0930-Ceramic Tile 2.11 95%CD Buildout Mon,Oct 27.25 Thu.Nov 27,25 21 Thu,Apr 02.2026 Wed,Aug 05.2026 125 Sector 2E C 0965-Resilient Flooring 2.12 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 21 Thu,Apr 02.2026 Wed,Aug 05,2026 125 Sector 2B C 0991-Painting 2.13 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27.25 21 Thu,Feb 26,2028 Wed,Aug 05,2026 160 Sector 2C C 0991-Painting 2.13 95%CD Buildout Mon,Oct 27,25 _ Thu,Nov 27,25 21 Thu.Feb 26,2026 Tue,Apr 21,2026 54 Sector 2E C 0991-Painting 2.13 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 21 Thu,Feb 26,2026 Wed.Aug 05,2026 160 Sector 5A C 0991-Painting 2.13 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 21 Thu,Feb 26,2026 Wed,Sep 23,2026 209 Sector 28 D 1000-Building Specialties 2.14 _ 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27.25 28 Thu.Apr 09,2026 Mon,May 25,2026 46 Sector 2C D 1000-Building Specialties 2.14 95%CD Buildout Mon.Oct 27.25 Thu.Nov 27,25 28 Thu.Apr 09,2026 _ Tue,Apr 21.2026 12 Sector 2E D 1000-Building Specialties 2.14 _ 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu.Apr 09,2026 Wed,Aug 05.2026 118 Sector 5A D 1000-Building Specialties 2.14 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27.25 28 Thu,Apr 09,2026 Wed,Sep 23,2026 167 Sector 2B D 1014-Signage 2.15 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu,Apr 09,2026 Tue,Apr 21,2026 12 Sector 2C D 1014-Signage 2.15 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 28 Thu.Apr 09,2026 Tue,Apr 21.2026 12 Sector 2E D 1014-Signage 2.15 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 28 Thu,Apr 09.2026 Wed.Aug 05,2026 118 Sector 5A D 1014-Signage 2.15 95%CD Buildout Mon,Oct 27.25 Thu,Nov 27,25 28 Thu,Apr 09.2026 Wed,Sep 23,2026 167 Sector 2E C 1065-Operable Partitions 2.16 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27.25 21 Thu.Apr 02,2026 Wed,Aug 05,2026 125 Sector 2E D 1130-Residential Appliances 2.17 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu.Apr 09,2026 Wed.Aug 05,2026 118 Sector 2E D 1224-Window Coverings 2.18 95%CD Buildout Mon,Oct 27.25 Thu.Nov 27.25 28 Thu.Apr 09,2026 Wed.Aug 05.2026 118 Sector 28 D 3217-Pavement Markings 2.21 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 _ 28 Thu,Mar 05,2026 Wed.May 20.2026 76 Sector 5A D 3217-Pavement Markings 2.21 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu,Apr 09,2026 Wed.Apr 29,2026 20 Sector 2B D 3231-Fences&Gates 2.22 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu,Mar 05,2026 Wed,May 20,2026 76 Sector 5A D 3231 -Fences&Gates 2.22 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu,Mar 05,2026 Tue.May 05,2026 61 Sector 2B D 3284-Landscape&Irrigation 2.23 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 28 Thu,Mar 05.2026 Wed.May 20.2026 76 Sector 5A D 3284-Landscape&Irrigation 2.23 95%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 28 Thu,Apr 09,2026 Wed.Apr 29,2026 20 Sector 2C C 1111-Equipment 2.24 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 21 Thu,Mar 05.2026 Tue,Mar 10,2026 5 Sector 5A A 1111-Equipment(Fuel Station) 2.24 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 7 Sun,Jul 26,2026_ Wed.Jul 29,2026 3 Sector 5A A 1111 -E.ui.ment Wash Ba 2.24 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 7 Thu.May 14.2026 Wed,Jul 29,2026 76 1.01 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 21 Thu.Apr 02,2026_ Wed.Apr 29.2026 27 r':ctor 5A C 0510-Structural Steel-Design Assist 1.02 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 21 Thu.Apr 02,2026 Wed.Jun 10.2026 69 tar 5A I B 2100-Fire Sprinkler-Delegated Design 1.03 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 14 Thu,Mar 12,2026 Wed.Jul 29,2026 139 actor 5A ) B 2200-Plumbing-Design Assist 1.04 95%CD Buildout _ Mon,Oct 27,25 Thu,Nov 27.25 14 Thu,Mar 12,2026 Wed.Mar 18,2026 6 • :.ctor 5A A 3100-Earthwork(incl SW PPP 1.07 95%CD Buildout _ Mon,Oct 27,25 Thu,Nov 27,25 _ 7 Thu,Jan 22,2026 Wed.Feb 11,2026 20 1.08 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27.25 21 Thu.Feb 05,2026 Wed.Apr 29,2026 83 1.09 95%CD Buildout Mon,Oct 27,25 Thu,Nov 27,25 7 Thu.Jan 22.2026 Tue.Feb 10,2026 19 0 Page 2 Date Printed:8/3/2025 Bob Bennett Complex `,.Q HENSEL PHELPS Design Assist/Early Procurement Plan. Build. Manage. Overview Upon schedule analysis and due to current critical path major equipment procurement lead times,it is necessary to procure the Electrical and Pre-engineered Metal building trade partners at 30%Design. Additionally,to support the BIM coordination effort,Structural Steel, Mechanical, Plumbing and Life Safety trades will need to be procured at the 65%Design Phase. The design assist subcontracting approach does not alleviate the Design Team from any Design responsibilities but allows these trade partners to provide valuable input during the design phase. Design Assist Subcontracting Approach This Design Assist Subcontracting approach is based on maintaining a Bid Breakdown during design for a not to exceed amount. During the design phase, the Subcontractor will provide design assistance by reviewing drawings and specifications, providing product and/or system selection input,constructability reviews,value engineering and participating in weekly Design Meetings as required to coordinate this Subcontractor's work. The Subcontractor will be responsible for all work which would be customarily provided by this trade or as required for complete systems.As design progresses it is assumed that reasonably foreseeable modifications to the scope have been anticipated and are included. If design elements are proposed which the Subcontractor believes are outside the requirements of the scope and will compromise their Bid Breakdown,the Subcontractor shall promptly give written notice to Contractor and appropriate adjustments will be tracked by the Subcontractor for the reconciliation process. In the absence of such notice,the Subcontractor will be held responsible for all scopes of work identified in the 100%CD's,otherwise,the CMAR reserves the right to re-bid the subcontracted work. The subcontract amount will be split into two parts: 1.An early spend value for early procurement of equipment,submittals,engineering and BIM Coordination and 2.the remaining Construction value,the sum of which will make up the total subcontract amount. Should the Subcontractor fail to maintain the not to exceed Bid Breakdown value during the design phase,the Contractor reserves the right to terminate the Subcontract and re-bid this scope of work. Design Assist Trade Partner Roles&Responsibilities during Design are as follows: 1. Site investigations as necessary to assist design development decision making and construction pre-planning. 2. Attend Design meetings as needed to assist in coordination of the scope of work. 3. Updated Bid Breakdowns will be required at the following drawing issuances: a. 65%Design Documents b. 95%Construction Documents c. 100%Construction Document 4. Continuous Value Engineering,Trending and Estimating Input as required between estimates described above. 5. Schedule input and analysis including long lead items,time saving opportunities, man-power projections. 6. Constructability reviews to support system selection and routing of major pathways and underground elements. 7. BIM related efforts during the design phase to ensure a coordinated design. 1 iPage March 11,2025 Bob Bennett Complex i HENSEL PHELPS Plan. Build Manage. Design Assist/Early Procurement Design Parameters Needed for Biddingby Trade Trades to Bid at 30%Design 1. PEMB-Delegated Design a. Structural Loading Criteria b. Building size and height requirements c. As-builts of existing d. Submittals and Shop Drawings of existing 2. Electrical-Early Procurement/Design Assist a. Major Equipment Sizing(Generator,Main Switchboard) i. Generator Size and type ii. Metering Requirements iii. Need a preliminarily approved submittal to get in queue iv. Can modify up to 3 months after entering queue v. Generator lead time is 52 weeks vi. Gear lead time is 40-46 wks,this item is critical for commissioning of other trades as well b. Site Electrical Oncor Design for pathways c. Lighting Controls Room Matrix that identifies which rooms will require lighting controls and what type. Trades to Bid at 65%Design 1. Steel-Early Procurement/Design Assist a. Structural Loading Criteria b. Major member sizing to place a Mill Order c. Building size and height requirements d. As-builts of existing e. Submittals and Shop Drawings of existing 2. Mechanical-Early Procurement/Design Assist a. System Selection b. Major Equipment(AHU)Sizing c. Preliminary Equipment List with preliminary assumed qty's i. VAV's(12-14 wks) ii. ERV's(12-14 wks) iii. Exhaust Fans(10-12 wks) iv. GUH's(6-8 wks) 3. Plumbing-Early Procurement/Design Assist a. Plumbing Fixture submittals b. Site/Civil Utility Tie-ins 2IPage March 11,2025 Bob Bennett Complex 1.P HENSEL PHELPS Design Assist/ Early Procurement Plan. Build. Manage. 4. Fire Alarm-Delegated Design a. Existing system b. Submittals and as-buitts of Phase 1 c. Life Safety Code Requirements 5. Fire Sprinkler-Delegated Design a. Existing system b. Submittals and as-builts of Phase 1 c. Life Safety Code Requirements Major Advantages of Design Assist/ Early Procurement Bringing the PEMB, MEP and Life Safety Trade Partners on at these early design phases has 4 major advantages: 1. Early procurement of major equipment to meet the project completion of Nov 2026 2. Temporary power planning and execution 3. BIM Coordination started earlier when most impactful 4. Continuous VE Efforts during design 5. Allows pricing to be locked in during an uncertain time Critical Path Items for Electrical: Equipment Design Docs TP Selected Submittals Enter Lead Arrival by Needed by issued by Queue Time Date Generator ) March 31, May 15,2025 4 wks June 15, 52 wks June 14,2026 June 17,2026 2025 2025 Switchgear March 31, May 15,2025 6 wks June 26, 46 wks May 14,2026 June 17,2026 2025 2025 XFMR by 6-8 Oncor mnths MV Cabling 30 wks by Oncor Conclusion: To meet the project completion goal of November 2026 and to provide an early coordination effort and lock-in pricing,the trades discussed above should be procured in a design assist/early procurement approach. Unfortunately,the schedule analysis shows that if these trade partners are not procured with the design assist approach,the Project Schedule cannot support the anticipated completion date of November 2026 the currently anticipated costs could be at risk. 3IPage March 11,2025 7024208-Bob Bennett Complex City of Round Rock Responsibility Matrix Item Division Item CMAR Owner 001 Div 01 General Requirements Building&Trade Permits X 002 Div 01 General Requirements Permanent Meters X 003 Div 01 General Requirements Temporary Water Metering(Construction Use) X 004 Div 01 General Requirements Temporary Water Usage(Construction Use) X 005 Div 01 General Requirements Temporary Power Metering(Construction Use) X 006 Div 01 General Requirements Temporary Power Usage(Construction Use) X 007 Div 01 General Requirements Arborist During Construction(As Needed) X 008 Div 03 Concrete Materials Testing X 009 Div 04 Masonry Materials Testing X 010 Div 05 Metals Materials Testing X 011 Div 06 Woods and Plastics Rough Carpentry-Blocking for CMAR and Owner Items X 012 Div 07 Thermal&Moisture Protection Penetration Firestopping-All X 013 Div 08 Doors and Windows All Doors&Frames X 014 Div 08 Doors and Windows Construction Cores&Keys X 015 Div 08 Doors and Windows Permanent Cores&Keys X 016 Div 08 Doors and Windows Security Doors-Non-Electrified Hardware X 017 Div 08 Doors and Windows Security Doors-Electrified Hardware X 018 Div 08 Doors and Windows Security Doors-Pathways X 019 Div 08 Doors and Windows Security Doors-Penetration Firestopping X 020 Div 08 Doors and Windows Security Doors-Cable Tray,J Hooks X 021 Div 08 Doors and Windows Security Doors-Cabling X 022 Div 08 Doors and Windows Security Doors-Power(POE) X 023 Div 08 Doors and Windows Security Doors-Terminations X 024 Div 08 Doors and Windows Security Doors-Wire Hinge Transfers X 025 Div 08 Doors and Windows Security Doors-Equipment X 026 Div 11 Equipment Coffee Appliances X 027 Div 11 Equipment All Other Appliances(Less Coffee) X 028 Div 11 Equipment Relocation of Existing Equipment X 029 Div 11 Equipment Fitness Equipment X 030 Div 12 Furnishings Window Shades-Complete System X 031 Div 12 Furnishings Loose Furnishings X 032 Div 12 Furnishings Cubicles-Equipment X 033 Div 12 Furnishings Cubicles-Power X 034 Div 12 Furnishings Cubicles-AV X 035 Div 23 Heating Vent&AC DDC-Power X 036 Div 23 Heating Vent&AC DDC-Pathways&Backboxes X 037 Div 23 Heating Vent&AC DDC-Penetration Firestopping X 038 Div 23 Heating Vent&AC DDC-Hardware X 039 Div 23 Heating Vent&AC DDC-Cabling X 040 Div 23 Heating Vent&AC DDC-Programming X 041 Div 26 Electrical Lighting Controls X 042 Div 26 Electrical Lighting Fixture Package X 043 Div 27 Communications AV-Pathways&Backboxes X 044 Div 27 Communications AV-Penetration Firestopping X 045 Div 27 Communications AV-Power for Racks X 046 Div 27 Communications AV-Cabling X 047 Div 27 Communications AV-Network Connections X 048 Div 27 Communications AV-Equipment X 049 Div 27 Communications AV-Projector Screens X 050 Div 27 Communications AV-Blocking for Equipment X 051 Div 27 Communications AV-Cable Tray,J Hooks X 052 Div 27 Communications AV-Misc.Cables(Aux,HDMI,etc.) X 053 Div 27 Communications IT-Pathways&Backboxes X 054 Div 27 Communications IT-Penetration Firestopping X 055 Div 27 Communications IT-Power for Racks and UPS X 056 Div 27 Communications IT-Cable Tray,J Hooks X 057 Div 27 Communications IT-Cabling X 058 Div 27 Communications IT-Computers&Phones X 059 Div 27 Communications IT-UPS X 060 Div 27 Communications IT-Racks&Switches X 061 Div 27 Communications IT-Patch Panels&Patch Cords X 062 Div 28 Safety&Security Fire Alarm-Complete System X 063 Div 28 Safety&Security Security Gates-Pathway&Backboxes X 064 Div 28 Safety&Security Security Gates-Equipment X 065 Div 28 Safety&Security Security Gates-Cabling X 066 Div 28 Safety&Security Cameras-Pathways&Backboxes X 067 Div 28 Safety&Security Cameras-Penetration Firestopping X 068 Div 28 Safety&Security Cameras-Cabling X 069 Div 28 Safety&Security Cameras-Terminations X 070 Div 28 Safety&Security Cameras-Equipment X 071 Div 28 Safety&Security Cameras-Cable Trays,J Hooks X 072 Div 31 Earthwork Materials Testing X 073 Div 33 Utilities Water for Testing X Jacobs - _ - y_ Z. - �Y{�'9� :T-ate� ' ��,.7�5:-.,II .Kti. _- —Ja1 ..r.. i •---- , �w� `S anti �T�—_._ —._ _ _. . .. —.., • s __ �� __ 1��/) �, A q ". • ' R 1 I.i. :r-w4- y.ti.y- • .......--. ` • C •OE Rn N 1 r a. sn. y� mc.•.rn .n• j. y. 1110.11.110 Lam. • ! 1• _ - ---o ...e.... 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SffE PLAN 1 Z PAN A7 SITE PLAN NORTH or.:oe DEC,NW p '...q ^ O..4 wd.'PN Drawing No., I Sy �J 1 ES-100 I -A -A A I I Bond No: 108292810 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § That Hensel Phelps Construction Co. of the City of Austin , County of Travis , and State of Texas , as Principal, and Travelers Casualty and Surety Company authorized under the law of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF ROUND ROCK,TEXAS, (Owner), in the penal sum of Forty-Five Million Four Hundred Forty-Six Thousand Eight Hundred Twenty-One and 00/100Dollars ($ 45,446,821.00 ) for the payment whereof, well and truly to be made the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written Agreement with the Owner dated the day of , 20 25 to which the Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: Bob Bennett Phases II, III, and IV, Round Rock, TX (Name of the Project) NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Agreement and shall, in all respects, duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said Agreement, agreed and covenanted by the Principal to be observed and performed, including but not limited to, the repair of any and all defects in said work occasioned by and resulting from defects in materials furnished by or workmanship of, the Principal in performing the Work covered by said Agreement and occurring within a period of twelve (12) months from the date of Final Completion and all other covenants and conditions, according to the true intent and meaning of said Agreement and the Plans and Specifications hereto annexed, then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Page 1 00610 7-2009 Performance Bond 00090656 PERFORMANCE BOND(continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the term of the Agreement, or to the Work performed thereunder, or the Plans, Specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of , 20 25 Hensel Phelps Construction Co. Travelers Casualty and Surety Company Principal Surety Bradley D. Wina..- Vice President Kelly T. Urwiller, Attorney-in-Fact Printed Na • Printed Name By: / • I - By: //i/4 Title: V. • :Went Title: Att me n-Fac Ada . • Cross Park Drive —""`"�� Address: One ower Square Austin, TX 78754 c��FHEIPSCo�I Hartford, CT 06183 �., C • ..y1l • • py •...1j �r'� p N D SC/R'',,, Resident Agent of Surety: s��.�1-•-4 5d. • ••;F� �i� S fLvet. �h�F it _' v ,• Gco • .• O _ :Q :ogf P� Signa e �� E � G : mob; Bridgette S. Jackson Printed Name •�'••,; lbal 1301 E. Collins Blvd. Ste.111 C ~"""""" Street Address Richardson, TX 75081 City, State& Zip Code Page 2 00610 7-2009 Performance Bond 00090656 Travelers Casualty and Surety Company of America APO► Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Kelly T Urwiller of GREELEY , Colorado , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed. and their corporate seals to be hereto affixed, this 21st day of April. 2021 ,„:„...4....5.,„ ��•+0 E .„,„,,,,L State of Connecticut �� By: City of Hartford ss. Robert L. Rane , enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal ''. h.+r �//C� NOTARY �y/- My Commission expires the 30th day of June,2026 • .� ", u VJ Anna P.Nowik,Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking. and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her and it is FURTHER RESOLVED, that the Chairman. the President. any Vice Chairman, any Executive Vice President. any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal. if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority:and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President. any Assistant Vice President, any Secretary. any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned. Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,whicrl fgjns in full force and effect. Dated this day of `�JP��Y.A/yo +,, ficr).?(Icric.);H...A. (/...11!1)1 a ruarsorm s '(� : Lei R D. n\ 6 jP \ cna o Km _w'• CONN 0 �`` !''` .` , ' is * ��:� "C.---- i Hughes,Assi tant Secretary To verify the authenticity of this Power ofA!tl rne$y pleai3O,61l us at 1-800-421-3880. Please refer to the above-named Attorney(s)-in-Fact and the detailktofthe'bond to which this Power of Attorney is attached. Bond No: 108292810 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That Hensel Phelps Construction Co., of the City of Austin , County of Travis , and State of Texas as Principal, and Travelers Casualty and Surety Company authorized under the laws of the State of Texas to act as Surety on Bonds for Principals, are held and firmly bound unto THE CITY OF ROUND ROCK, (OWNER), and all subcontractors, workers, laborers, mechanics and suppliers as their interest may appear, all of whom shall have the right to sue upon this bond, in the penal sum of Forty-Five Million Four Hundred Forty-Six Thousand Eight Hundred Twenty-One and 00/100 Dollars ($ 45,446,821.00 ) for the payment whereof, well and truly be made the said Principal and Surety bind themselves and their heirs, administrators, executors, successors, and assigns,jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written Agreement with the Owner, dated the day of , 20 25 , to which Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: Bob Bennett Phases II, III, and IV, Round Rock, TX (Name of the Project) NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall well and truly pay all subcontractors, workers, laborers, mechanics, and suppliers, all monies to them owing by said Principals for subcontracts, work, labor, equipment, supplies and materials done and furnished for the construction of the improvements of said Agreement, then this obligation shall be and become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Page 1 00620 7-2009 Payment Bond 00090656 PAYMENT BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement, or to the Work performed thereunder, or the plans, specifications or drawings accompanying the same shall in anywise affect it's obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this Instrument this day of , 20 25 . Hensel Phelps Construction Co. Travelers Casualty and Surety Company Principal Surety Bradle D. Win. • Vice President Kelly T. Urwiller,Attorney-in-Fact Printed Name Printed Na e By: / •� By: / ' /L 1 Title: Vices; dent _--RH`‘‘�\1 Title: A orn -in-Fact ` Addr s: 8 . Cross Park Drive *5��.....E..S hi ddress: 0 Tower Square Austin, TX 78754 %'�: •CO c� 'I Hartford, CT 06183 • c')tt, 17, c �,,,,,,I,I,ttt,,,,,, e ..., N ' Resident Agent of Surety: ��,'�' 91 ~� i JP��`l A D s�� ' kk're Signature ,N CONK z_' Bridgette S. Jackson ,:as Printed Name �•'••�J'�y......... •• `�� 1301 E. Collins Blvd, Ste 111C Street Address Richardson,TX 75081 Page 2 00620 7-2009 Payment Bond 00090656 Travelers Casualty and Surety Company of America /lIlk. Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America. Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Kelly T Urwiller of GREELEY , Colorado , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed,this 21st day of April, 2021. uny (oc1.,,‘AE ,,,,♦NO F. r . 1Ecor+�41 HARTFURO - 1 �1 1 8 1W r *' +S�r 4r .N�e Ir * N, State of Connecticut By: v4... iir - City of Hartford ss. Robert L. Rane , enior Vice President On this the 21st day of April. 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. f�'°� k t %` /H-4 /�L� I.OTART 7 My Commission expires the 30th day of June.2026 * .� *. .`v. Anna P. Nowik,Notary Public "O.M4FGTd This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies,which resolutions are now in full force and effect,reading as follows. RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED, that the Chairman. the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer. any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,whpoi1�111tf11h9r1g full force and effect. °•S' N'-T Y''y0°�� Dated this day of , Q�. •6, •�q, wcn ao [ t•,� •• ,-P �`� 9 {'r*� ci) .• HARTFpRp -4 o S \4f opa S H,wrroc✓. o kl c' L!t I --i CON ' - R caul. 2 corm am i : , N i - ` ` J" �` is } \�6�'•. - ;. a Kevin E. Hughes,Assi font Secretary To verify the authenticity of this Power ofAttb'neppie0eall us at 1-800-421-3880. Please refer to the above-named Attorney(s)-in-Fact and the details of tie bond to which this Power of Attorney is attached. AC RL EVIDENCE OF PROPERTY INSURANCE DATE(MMIDD/YYYY) 8/07/2025 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW.THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PHONE (970)356-0123 COMPANY (A/C,No,EXt): Flood and Peterson Zurich American Insurance Company PO Box 578 8734 Paysphere Circle Greeley CO 80632 Chicago IL 60674-8745 FAX No) I970)330-1867 nooRess. kurwiller@floodpeterson.cot CODE: SUB CODE: AGENCY 00001310 CUSTOMER ID%: INSURED LOAN NUMBER POLICY NUMBER Hensel Phelps Construction Co. TBD Southcentral Region EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 8326 Cross Park Dr Per NTP X TERMINATED IF CHECKED Austin TX 78754 THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESCRIPTION Bob Bennett Phases II, III, and IV 900, 901, and 910 Luther Peterson Pl, Round Rock, TX 78665 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 EVIDENCE OF PROPERTY INSURANCE 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. COVERAGE INFORMATION COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Builder's Risk (coverage per Hensel Phelps' Master Program) $45,446,821 $50,000 REMARKS(Including Special Conditions) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE ADDITIONAL INSURED LOSS PAYEE X Loss Payee & Addl Insured City of Round Rock LOAN# 221 E. Main Street Round Rock, TX 78664 AUTHORIZED REPRESENTATIVE Kelly Urwiller/KURWIL 4/4 riew,u,,t ACORD 27(2009112) ©1993-2009 ACORD CORPORATION. All rights reserved. INS027 (200912)02 The ACORD name and logo are registered marks of ACORD A ® DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 08/07/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Denise Hill-Holligan NAME: Flood and Peterson PHONE (970)356-0123 FAX (970)330-1867 A/C.No.Extl: (A/C,No): PO Box 578 E-MAIL Dhillholligan@floodpeterson.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 0 Greeley CO 80632 INSURER A: Zurich American Insurance Company 16535 INSURED INSURER e: American Zurich Insurance Company 40142 Hensel Phelps Construction Co. INSURER C: American Guarantee and Liability Ins.Co. 26247 Southcentral Region INSURER D: XL Insurance America,Inc. 24554 8326 Cross Park Dr. INSURER E: National Fire&Marine Ins.Co. 20079 Austin TX 78754 INSURER F: Steadfast Insurance Co. 26387 COVERAGES CERTIFICATE NUMBER: X26 55M UMB/CPPI REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP/Y LIMITS LTR INSD WVD POLICY NUMBER (MMIDDYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 6,000,000 DAMAGE JOrED CLAIMS-MADE X OCCUR PREM SES(EaEN occurrence) $ 500,000 MED EXP(Any one person) $ A GL0369726420 01/01/2025 01/01/2026 PERSONAL&ADV INJURY $ 6,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 10,000,000 POLICY PRO n LOC 10,000,000 X JECT I I PRODUCTS-COMP/OPAGG $ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 5,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED BAP369726120 01/01/2025 01/01/2026 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 C EXCESS LIAB CLAIMS-MADE AUC928038423 01/01/2025 01/01/2026 AGGREGATE $ 10,000,000 DED RETENTION$ (Addt'I Limits Attached) $ WORKERS COMPENSATION X STATUTE EORH AND EMPLOYERS'LIABILITY Y/N 2,000,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA WC369726521 01/01/2025 01/01/2026 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 2,000,000 If yes,describe under 2,0 ,00000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Each Occurrence $25,000,000 Professional and Pollution F Liability E0C937461721 01/01/2025 01/01/2026 Aggregate $25,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) [Job#:HP 7024208 Job Type:] RE: Bob Bennett Phases II,III and IV,Round Rock,TX City of Round Rock is included as Additional Insured as required by written contract for liability caused by the named insured,subject to policy terms, exclusions,and conditions.The coverage is primary and non-contributory to any other valid and/or collectible insurance where required by written contract, subject to policy terms,exclusions, and conditions. Waiver of subrogation applies where required by written contract and legally permissible. This Certificate is issued as a matter of information only,confers no rights upon the certificate holder,and does not alter the insurance coverage afforded by the policies described herein. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Round Rock ACCORDANCE WITH THE POLICY PROVISIONS. 221 East Main St AUTHORIZED REPRESENTATIVE Round Rock TX 78664 . • , ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC#: ACORD ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Flood and Peterson Hensel Phelps Construction Co POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance:Notes 2-D)XL Insurance America,Inc. Umbrella US00095537L125A$15,000,000 Each Occurrence/Aggregate 3-C)American Guarantee and Liability Ins.Co.AEC422694505$15,000,000 Each Occurrence/Aggregate 4-E)National Fire&Marine Ins.Co. 42-XSF-31308605 $15,000,000 Each Occurrence/Aggregate TOTAL UMBRELLA POLICY LIMITS:$55,000,000 EACH OCCURRENCE/$55,000,000 AGGREGATE ACORD 101(2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 0 Additional Insured - Automatic - Owners, Lessees Or ZURICH Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL0369726420 ] Effective Date: 1/01/2025 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II - Who Is An Insured s amended to include as an additional insured any person or organization whom you are required to add as ai additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject b the following: 1. If such written contract or written agreement specifically requires that you provide that the person cr organization be named as an additional insured under one or both of the following endorsements: a The Insurance Services Office (ISO) ISO CG 20 10(10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization s then ai additional insured with respect b such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which s the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or"personal and advertising injury" offense occurs during the policy period and subsequent to your execution cf the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as ai additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" s caused, h whole or n part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting cn your behalf, U-GL-2162-A ON(02/19) Page 1 of 4 Includes copyrighted material cf Insurance Services Office, he•with is permission. in the performance of: (a) Your ongoing operations,with respect to Paragraph 2.a.above:or (b) "Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b.above. which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury". "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement:and (ii) Does not apply to "bodily injury"or"property damage"caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10(04/13 edition, any subsequent edition or if no edition date is specified);or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that"bodily injury". "property damage" or"personal and advertising injury"is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf. in the performance of your ongoing operations,which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3.. insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured:and (c) Only applies if the"bodily injury","property damage"or"personal and advertising injury"offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37(04/13 edition, any subsequent edition or if no edition date is specified):or b. With respect to the"products-completed operations hazard"(if no form is specified), such person or organization is then an additional insured only to the extent that"bodily injury"or"property damage" is caused. in whole or in part by"your work" and included in the"products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured: (3) Only applies if the "bodily injury"or"property damage"occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. u-GL-2162-A CW(02•1st Page 2 of 4 Includes copyrighted material of insurance Services Office,Inc..with its permission. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement. the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of,or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports. surveys. field orders.change orders or drawings and specifications;or 2. Supervisory. inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring. employment.training or monitoring of others by that insured.if the"occurrence"which caused the"bodily injury" or "property damage". or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural,engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement,the following is added to Paragraph 2.Duties In The Event Of Occurrence,Offense,Claim Or Suit of Section IV—Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an "occurrence"or offense that may result in a claim; (2) We receive written notice of a claim or"suit"as soon as practicable; and (3) A request for defense and indemnity of the claim or"suit"will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance;and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance,whether primary.excess,contingent or on any other basis,available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds. and which endorsement applies specifically to that identified additional insured. F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III—Limits Of Insurance: Additional Insured—Automatic—Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-2162-A CW i02 19 Page 3 of 4 Includes copyrighted material of Insurance Services Office.Inc..with its permission. 1. Required by the written contract or written agreement referenced in Section A.of this endorsement;or 2. Available under the applicable Limits of Insurance shown in the Declarations. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms.conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW(02 19) Page 4 of 4 Includes copyrighted material of Insurance Services Office,Inc..with its permission. POLICY NUMBER: GLO 3697264-20 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following. COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION THAT REQUIRES YOU TO WAIVE YOUR RIGHTS CF RECOVERY, N A WRITTEN CONTRACT CR AGREEMENT \MTH THE NAMED INSURED THAT 6 EXECUTED PRIOR TO THE ACCIDENT OR LOSS. Information required to com.lete this Schedule, if not shown above, will Le shown n the Declarations. The followings added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section I V- Conditions: VAk waive any right of recovery against the person(s) or organization(s) shown n the Schedule above because of payments we make under this Coverage Part. Such waiver ty Ls applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown n the Schedule above. CG 24 041219 © Insurance Services Office, Inc., 2018 Page 1 of 11 Other Insurance Amendment - Primary And Non- Contributory ZURICH Policy No. Eff. Dale of Pd. Exp. Date of Pol. Eff. Date of End Producer No. Add'!. Prem Return Prem. GLO 3697264-20 01/01/2025 01/01/2026 33123000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Hensel Phelps Construction Co. Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph s added to the Other Insurance Condition of Section IV - Commercial General Liability Conditions: This insurances primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a The additional insureds a Named Insured under such other insurance; and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any any other insurance available to the additional insured. 2 The following paragraphs added to Paragraph 4.b. of the Other Insurance Condition of Section IV - Commercial General Liability Conditions: This insurances excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, n which the additional insured on our policy is also covered as an additional insured an another policy providing coverage for the same "occurrence", offense, claim or"suit". This provision does not apply to any policy n which the additional insured s a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327-B ON(04/13) Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: BAP369726120 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds"for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Hensel Phelps Construction Co. Endorsement Effective Date: 1/1/2025 SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR WHICH YOU ARE REQUIRED TO PROVIDE ADDITIONAL INSURED STATUS OR ADDITIONAL INSURED STATUS ON A PRIMARY, NON- CONTRIBUTORY BASIS, IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO LOSS, EXCEPT WHERE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured"for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 Wolters Kluwer Financial Services I Uniform Forms'" POLICY NUMBER BAP369726120 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Hensel Phelps Construction Co. Endorsement Effective Date: 1/1/2025 SCHEDULE Name(s)Of Person(s)Or Organization(s): ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 Wolters Kluwer Financial Services I Uniform Forms"" WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION WC 00 03 13 (Ed 4-84) t 1983 National Council on Compensation Insurance