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R-2025-224 - 8/28/2025 RESOLUTION NO. R-2025-224 WHEREAS,the City of Round Rock entered into a contract on September 12, 2024 with Hensel Phelps Construction Company, entitled "Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of Work Plus a Fee with a Guaranteed Maximum Price" ("Agreement"), and such contract is for the Bob Bennett Complex Phases II, III, and IV Project; and WHEREAS, the terms of said Agreement require the submission of an Exhibit "A" to the Agreement titled, "Guaranteed Maximum Price Amendment" ("Amendment"); and WHEREAS, the City Council wishes to accept and execute said Amendment to the Agreement, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS, That the Mayor is hereby authorized and directed to execute, on behalf of the City, Guaranteed Maximum Price Amendment to the Agreement with Hensel Phelps Construction Company for the Bob Bennett Complex Phases II, III, and IV Project, a copy of said Amendment being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date,hour,place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 28th day of August, 2025. CR MOR , Mayor City of Roun ock, Texas ATT T: r ANN ANKL I , City Clerk 0112.20252:4932-4586-5055 EXHIBIT A ,.,tit;,, - = Document 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 A1331M--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 added.nformation needed for Is (In words, indicate day, month,and year.) completion.The author may also have revised the text of the onginal for the following PROJECT: AIA standard form An Additions and (Name and address or location) Deletions Report that notes added information as well as rev.sions to the Bob Bennett Phases II,III,and IV standard corm text s ava lable 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 de eted from the original AIA text. City of Round Rock This document has important legal 221 East Main St consequences.Consultation with an Round Rock,Texas 78664 attorney is encouraged with respect THE CONSTRUCTION MANAGER: to its completion or mod fication. (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 Al 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 Ina AIA Document A133•-2019 Exhibit A.Copyright C 1991,2003,2009,and 2019.All rights reserved 'The American Institute of Architects,' 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 08108/2025 under Order No.4 1 04 248843 which expires on 09130/2025,is not for resale,is licensed for one-time use only end may only be used in accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,email docinfo@aiaconiracts corn User Notes: (1782852464) Dollars and Zero Cents (S 45,446,821.00 k 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 Fcc;and other items that comprise the Guaranteed Maximum Price as defined in Section 3.2 I oldie Agreement (Provide itemized statement below or reference an attachment.) Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev I."dated August 61I, 2025. § A.1.1.3 The Construction Manager's Fcc 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 be/ow 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. (ldentif}r the item and state the unit price and quantity limitations, if any, to tthit h the writ price will be applicable.) Item Units and Limitations Price per Unit($0.00) None ARTICLE A.2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § A.2.1 The date of commencement of the Work shill. be: (Check one of the following bores.) { J The date of execution of this Amendment. { X J Established as follows: (Insert a date or a means to determine the date of commencement of the Work) September 51E,2025 If a date of commencement of the Work is not selected,then the date of commencement shall be the elate 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 N'ork. The Contract'lime 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.Al nghts reserved.'The American Institute of Architects," Amer can Institute of Architects;'AIA,'the AIA Logo,and"AIA Contract Documents'are trademarks of The American Institute of Architects.This document was produced at 1148 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@aracontracts corn User Notes: (1782852464) [ ) Not later than ( )calendar days front the date ofcommencement 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 arc 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 tails 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 Pi ice 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 I."dated August 6i1c,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 Re1, I."dated August 6' ,2025. Number Title Date § A.3.1.4 The Sustainability Plan,if any: (If the Owner identified a Sustainable Objective in the(hrner's Criteria, identify the document or documents that comprise the Sustainability Plan by title, date and number of pages, wit!include other identifying iiJormation. The Sustainability Plan identifies and describes the Sustainable Objective;the targeted Sustainable Measures; implementation strategies selected to achieve the Sustainable Measures;the On ner's and Constructinn Manager's roles and responsibilities associated with achieving the Sustainable Measures;the specific details about design reviews,testing or metrics to verJi'achievement of each Sustainable Measure;and the Sustainabiliti Documentation required for the Project, (is 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: (ldenti/ir each allowance) Inil. AIA Document A133—2019 Exhibit A.Copyright®1991,2003,2009,and 2019.Alt rights reserved."The American Institute of Architects,"American Institute of Architects.'"AIA,'the AIA Lc.g and'AIA Contract Documents'are trademarks of The American Institute of Architects This document was produced at 13 48 48 3 MT on 08108r2025 under Order No.4104248843 wh'ch expires on 09/30,2025,is not for resale,is'ceased(or onetime use only,and may only be used in accordance wit,the AIA Contract Documents'Terms of Service.To report copyright vi.:aliens,e-mail docinfo©aiacontracts.com User Notes: (1782852464) Item Price I) 3-1IR 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 I 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 I."dated August 6i1',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 I."dated August 6th,2025. ARTICLE A.4 CONSTRUCTION MANAGER'S CONSULTANTS, CONTRACTORS, DESIGN PROFESSIONALS, AND SUPPUERS § 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 Amendment to the Agreement entered into as of the day and year first wri 11� • OWNER(Signature) CTI• MANAGER(Signature) Craig Morgan,Mayor :radle D ' inans,Regional Vice President (Printed name and title) •• name and title) 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 doclnfo@aiacontracts corn User Notes: (1782852464) Additions and Deletions Report for AIA®Document A133®— 2019 Exhibit A This Additions and Deletions Report as defned 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 wet as any text the author may have added to or deleted from the original AIA text.Added text is shown underined Deleted text is indicated w-th 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 081012025 PAGE 1 This Amendment dated the day of September in the year 2025,is incorporated into the accompanying ALA Document A 133TM 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 Read 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 I lundred and Forty-Six Thousand Eight I lundred and Twenty One Dollars and Zero Cents (S 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 I."dated August 6",2025. None None Additions and Deletions Report for AIA Document A133-2019 Exhibit A.Copyright Ci 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 08/0812025 under Order No.4104248843 which expires on 09/30120 2 5,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.corn User Notes: (1782852464) None [ I stablished as follows: September 5th,2025 PAGE 3 [ By the following date: November 30,2026 None Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev I."dated August 6th,2025. Reference attached document"Bob Bennett Complex,Phases 2&5.GMP Estimate Rev I."dated August 6th,2025. None PAGE 4 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 I Gas Line Exploration $7,500.00 6) Phase 5 Scope of Work $5,251,884.00 7) Phase I Scope of Work $1 10,274.00 Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev I."dated August 6d',2025. . Reference attached document"Bob Bennett Complex,Phases 2&5,GMP Estimate Rev 1."dated August 6th,2025. Craig Moran Mayo!, Ilt,tcitc};D. Wows.Re ;pool\'ic_e 1'r sidan Additions and Deletions Report for AIA Document A133 2019 Exhibit A Copyright®1991,2003,2009,and 2019.All rights reserved -The American Institute or Architects,'"American Institute of Architects,''AIA,'the AIA logo,and-AIA Contract Documents'are trademarks of The American Institute of Architects This 2 document was produced at 13.48:48 Mr on 08/08/2025 under Order No.4104248843 which expires on 09/30/2025,is not for resale,is licensed for one-lime r,se only,and may only be used in accordance with the AIA Contract Documents£Terms of Service.To report copyright violations e-mail docinfo@aiacontracts.e,n User Notes: (1782852464) Certification of Document's Authenticity AlA®Document D409TM - 2003 1, ,hereby certify,to the best of my knowledge,information and belief,that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 13:48:48 MT on 08/08.2025 under Order No.4104248843 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA"Document A 133Tm 2019 Exhibit A,Guaranteed Maximum Price Amendment,other than those additions and deletions shown in the associated Additions and Deletions Report. (Signed) e4.-C7 (TWO -•— — — __ _ g- it - ZS (Dated) AIA Document D401-2003.Copyright 1992 and 2003.Al rights reserved.'The American Institute of Architects,' American Institute of Architects;'AlA,'the AlA Logo and-AIA Contract Documents'are trademarks of The American Institute of Architects.This document was produced al 13:48:48 MT on 08J08/2025 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 Documentse Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes; (1782852464) 11,, JACOBS I HENSEL PHELPS ROUND ROCK Plan. Build. Manage. TEXAS Bob Bennett Complex Phases 2 & 5 GMP Estimate Submitted: August 4, 2025 GMP Estimate Revision 1: Submitted 08/06/2025 . • t.. � .- _• 'w� Tom, i1L 4.,....;.0 Piert iTr Bob Bennett Complex-GMP Estimate August 4,2025 Table of Contents Tab 1 - Estimate Summary & Clarifications I. Estimate Summary by Phase 2 Clarifications&Assumption 3. Sector Breakdown Map 4. Bidder Q.iestion&Answer Log Tab 2 - Phase 2 Estimate I. 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 I Estimate I. Phase 1 Renovations Sectoi Summary Phase I Renovations Detail Breakdown by 1 rade Tab 5 Schedule & Site Utilization I. Schedule that aligns with Milestone Schedule by Owner 2. Site Utilization Tab 6 - Proposal Package Strategy I. HP Bid Package Schedule by I iadc 2. lIP Design.Assist/Early Procuren•ent Narrative Tab 7 Coordination & Responsibility Matrix I. Responsibility Matrix 2. Concrete Demo Coordination Drawaine 3. Demo Responsibility Matrix 4. Electrical Site Plan Mark,ip p HEN11111.PHELPS 8/6/2025 nit.Bahl.Nnqc Bob Bennett Complex GMP Rev-1 Estimate Report Phase Breakdown by Bid Package Bid Package Phase 2 Phase 5 Phase 1 Renovations Total 0175 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 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 Window Coverings 28,400 - 28,400 1334 Pre Engineered Metal Building 1,963,941 - 1,963,941 2100 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 $S,251,884 $110,274 $35,942,380 GENERAL CONDITIONS Gener.r,:.�.nditi_„. 3,447,905 Generd F.rquirem.rt. 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 Contr. :,.r's Fee 1,477,022 Total $45,446,821 Bob Bennett Complex--Phases 2&5 pp) HENSEL PHELPS GMP Rev1 Cost Estimate 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 8/04125 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 Revi Cost Estimate I." Submitted: August6, 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 2 of 7 Bob Bennett Complex Phases 2&5 GMP Rev1 Cost Estimate 14= HENSEL PHELPS Submitted: August 6,2025 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 Revt Cost Estimate I r' Submitted August 6, 2025 Plan 8 u i Manage Clarifications & Assumptions ii. Exit Device E05200N 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 r2 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. Reference Specif►catiea Sectieh 10 28 00- t e0et;-13a ,-arid tauRcicy Accesso ie6 ith note6 ve- Ieded the materrai-and•aaber-for-theee-items 441 the-e61401a.e. 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 GMP Rev1 Cost Estimate I-I HENSEL PHELPS Submitted. August 6, 2025 Plan. Build. Mai ge 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 fol'owing 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 7"'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 1.P Submitted August 6, 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, DOC 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 GMP Rev1 Cost Estimate f HENSEL PHELPS 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 Mr 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 - _I ' - • \ 1 - - , North Access . 1.• 1 Sector 2C: Sector 2D: Rd Not included -.• , Warehouse - Utility Shop - -- — , r4 - aiimaitni. PEMB Structure PEMB Structure ‘ititc,4101** - i ii a.,.., aamilipikaar.4-..... - ..... _ .. _ ...._ ma ...5 a. mmomomm• am wort.ma miasmal.= um amaimi I aim mammumma ogw, leps sieuir, -I ammul "' , II mai mimismaa amr,11 t maaammr,, _,r'titnel jitOrktr- _ , • (-7,:„..•\., •,s,,,-..c.s t •\,_ T ,V-.- ,Z:.101... ,, , imam a,mod ma - _ ‘1•4; ''iTtwOW svistlemsyssiselisaamd :r A' III ."--wA--s-E-r-oes P- ' I PHASE 2— i I. --SHOP BLDG -_,:t• - :. ` - oar - , s grea - . r , im WAREHOUS ip i PHASE 4/5 - ' _ _... le - —• ' WASH & FUEL 11 ; 1 I ' IIIIIII III 1111 ,7 . ; I V . r7.7. r: _.,g g , joglint" , it 1111111 11111111111i 111111111111111IP II I 11'.- -' • .111,• 111111111Ni 1M111111°'I P-,..; 111111 ---=--,-:-- 1, „t :...; .. . I ...; ‘ I 1 Sector 5: Fuel(F) N• A 41r/s.:g*: , * ' I , PHA-S-E. 2 itL. 1: I . . 1 & Wash(W) Bays - -.'..1 -iii, . MAIN • ; Il - ' 4 PEMB ALT ..-.. - -4*.iiq• . , _• k (ii .., , • s , 0 (4-1-14o '---..' BUILDINGlik -.j. .' mils .c •- ."IL ' • ......%,,t1.....,) ellallialilill .1 I:61f ..: • :.•,rut AIN' I,„ ......— — --- 11111 IMINIMMION ••••• •• •• :.r all...21*. i 1 i 1 i " a I\% , , t / \A' Sector 2B Site & N ; Civil - - + Covered PEMB Sector 2E: Main . .• Parking Canopies : , v.* ---- ' Building Expansion ., -: fi lam 1 (P1 , P2, P3) " ,-- ..f, ... ..,4. - .0. k, - ,-,4--- - Steel Structure ' , tAiliii Him / - . _ _ - r - Appendix S - Sector Breakdown Ph 2 & 5 ONLY, .. 1.. RFI Template D.sciplires 1.Civil 5.Mechanical 9.Fire Alarm Project Name: Bob Bennett Comptex-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 front Subs: Thursday,July 3,2025 @ 5:00 PM CT HF I No Jriann Spec.Dwg No Cis,i. Date Submitted Response Date of Response Finish plans indicate the Utility Shop 8 Warehouse are to have Polished Jacobs Response:Correct.finish plans are incorrectly tagged.All floor 001 Phase 2 ' 1-A14011-A14111-A142 ' Architectural Concrete flooring finish throughout Please confirm this is correct as existing is 6/252025 surfaces for both Warehouse and Utility shop should be'CFS'in lieu of I 6/252025 Sealed and not Polished. _ the indicated'CFP' Jacobs Response:Confirmed,no new fire pump is needed at the i 6/252025 002 � Phase 2 Fire Protection Please confirm no new fire pump is needed at the Warehouse 6252025 warehouse f _ Jacobs Response:Per confirmation on from Owner received on 625.no , r:: Phase 2 2 A131 Architectural Please provide Basis of Design for Static Dissipative Tile floor called out in SOT will be in scope.Telecom room will match phase 1 condition with- 5/2025 6252025 'TELECOM 127' 'CFS sealed concrete flooring.This change will occur as part of CD devleopment between 65%and 95% Please confirm Tile Types for the following Rooms.Currently no designation •:14 Phase 2 2-A700 Ardetectural Ion floor or partition le !p(.Rooms 131 B.1338,211,212 5/302025 Jacobs Response:Al restroom flooring will be'TLC 6/30/2025 Please proivde existing fire alarm system asbuilts to determine if system is HPCC Response: Phase 1 Submittals can be found in the Drawings ,:a • Phase 2 284621.1' Fire Alarm icapbable of meeting expansion requiremetns or networking requirements for 6/30/2025 7112025 _ Iphasa II on Building Connected I (HPCC Response: Earthwork subcontractor to bring building pad up to i bottom of stab All foundation elements should be neat dug by TK -c6 Phase 2 Earthwork TK Please clarify what elevation the building pad should be brought up to by he 6/30/2025 ;Concrete subcontractor with extenor face formed as noted in the contract 7/9/2025 Concrete !Earthwork subconaacor Bid Package Subsystem ;documents. Backfill after foundation elements are placed and any fine 9 Y 'grading necessary prior to vapor bamer placement is by TK Conrete sub L01 _ 'HPCC Response: Yes,per the bid form and TK Concrete bid breakdown. "rt7 Phase 2 65N Construction Structural Please confirm a i bidders are to include the concrete scope for tie Main 6252025 the Main Building Foundation should be included in the base bid even 7112025 Documents _ Budding Expansion in their bids? though it is 65%CD's. _ ____.1 It was mentioned at the prebid that their was demolition to be included in the HPCC Response:Refer to Appendix T-Concrete Demo Responsibility lI t . Phase 2 I. Structural Turnkey Concrete scopes.Please clarify the areas of demolition required to be 6/25/2025 7'12025 included? Markup Drawing and Appendix U-Demolition Coordination Drawing --I t structure.Where Response. No mockup structure or tower crane foundations are 7/1/2025009 1 Phase 2 Bid Package Subsystem Structural ;Inclusion#1 mentions piers for a'mockup structure.Where is this mockup 7112025r !required,see revised language for this inclusion issued via Addendum. 1 u1 i defined in the documents/ 010 Phase 2 Bid Package Subsystem Structural Inclusion#1 mentions piers required fora'tower crane foundation'Where is 7:12025 HPCC Response: No mockup structure or tower crane foundations are 7112025 1.01 he foundation defined in the documents? required,see revised language for this inclusion issued via Addendum. HPCC Response:Disregard requirement,any concrete pumping required 01' Phase 2 Bid Package Subsystem Structural Inclusion#32 says that'Ali concrete is assumed to be pumped by the 7:12025 due to limitations of access and specification requirements are b.1.:i TK 7/12025 1.01 Subcontractor.Does this include small p acements as well? Concrete. HPCC Response' Foundations and Slab on Meta Decks are intended to 012 Phase 2 Bid Package Subsystem Structural Inclusion#33 mention placements during'night-time hours' For bidding 7:112025 follow a typical off Hours placement schedule. Exact placement times to 7''0• 25 1.01 pJrpdses,pease daey the amount of-tight time rxxcements anouputed' be coordinated and approved bt HPCC Sup' Inclusion#43 mentions a Yull-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. 71/2025 HPCC Response:Confirmed,all concrete related ergineerng layout 014 Phase 2 Structural IAs far as'engineenng layout',exclusion#3 and inclusion 050 appears to 7j12025 should be included in 1.01 TK Concrete pricing. Primary Control and 7192025 Bid Package Subsystem Iconflict.Please clanfy it engineering layout dollars should be included in ;secondary control(benchmarks and offsets)for the project isby CMAR. 1 01 e.v r•ie's bids RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire{charm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Intenors 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 - , le,.. Srreeeelec c .. „ Deetir•oe Dale Submitted ..,....,- Sale at Respo se 015 Phase 2 ,Bid Package Subsystem Structu a1 :Please clarify the expectation of inclusion tt51 for'post-placement as-bud. /1R025 ,HPCC Response: See revised language stating to'provide'as-butt 719)2025 1.01 �inlormation'assist? linformation to the Compan•post placement e Bid Package Subsystem i Inclusion N11 mentions'capillary fir beneath the slab on grade.We couldn't 'HPCC Response:Per Geotech Report,no capillary is required. 7/52025 016 Phase 2 Structural i 7l72025 1.01 lend the thickness for this on the drawings.Please darer'? texuace has been updated. Bid Package Subsystem llrxtusion e8 mention placements during'night-erne hours.For bidding HPCC Response: Pour placement plans and quantities are the 017 Phase 2 Civil 7f12025 7/92025 1.08 Ipurptee:.pease dame:the amount of night time placements anboeuted? resonsbititr of the proposer,please price acc rdir ly. l :HPCC Response: Yes,Rooms Mechanical 136&Electrical 137 will 018 Phase 2 Bid Package Subsystem Architectural Inclusion e1 of subsystem 1.08 mentions'exterior equipment pads".Are any . 7/1/2025 :require concrete equipment pads for equipment scheduled Nere. 7'102025 1.01 8 1-08 ntenor equrrncnl pads to be included in w^system t.01? :Proposal lanyua 7e has been updated fd include this s tile. 019 Phase 2 Subsystem 1.08 CivilThis subsystem mentions specification 32 13 13-Concrete Paving.We don't 7112025 HPCC Response: Per Table of Contents.321313 CONCRETE PAVING 717 2025 see that spec in the Project Manual.If not included,please provide? :Refer to City of Round Rock Standard Speciecabon Series 200&300 IThis subsystem mentions specification 32 1316-Decorative Concrete Paving. ,HPCC Response. Per Table of Contents,321316 DECORATIVE 020 Phase 2 Subsystem 1.08 Civil yye donl see that sepx in the P qed Manual.tf not included,please prov de? 7/1/2025 ;CONCRETE PAVING—Refer to City of Round Rock Standard 7/7 2025 Specification Senes 400 !Please reference detail 3 of drawing C013.This details mentions, HPCC Response: The Goetech Report was provided on Building 021 Phase 2 C013 Civil jsubgrade per geotech report dated Apnl 20,2017'.We don't see this report in 7/12025 7/7/2025 _ __ the contract documents.Please p iv de? Connected in the Bid Documents folder with the original issuance. 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 or assumed thicknesses of all required layers? 7.12025 7/372025 concrete one..Will revise as:ascot Addendum — Inclusion tt1 mentions'retaining watts and footings".By this do you mean the HPCC Response:retaining walls and tootngs are found at the extenor 023 Phase 2 Subsystem 1.08&C013 Civil mortared rockwall'on drawing C013? 7/1/2025 stairs on grade located on the North and South of the Buildings. 71102025 Reference structural dravi-cs 2S-111 for these elements Jacobs Response:Mortared rock we is not accurate.Wal wi,be broom Is their any engineering required for the"mortared rock wall"on drawing finished concrete.similar to existing phase 1 site walls.Civil el.'revise as 773R025 024 Phase 2 C013 Civil 0013?Also,please provide a specification for this scope of work 7r12025 part of addendum 001.Civil will identify extent and toprbot of wae structural will detail the retaining walls as part of package 2 development t 025 Phase 2 Subsystem 1.08 Civil Inclusion el mentions'extenor stairs and landings".Please provide an 7112025 HPCC Response'Exterior steps on grade found on sheet 2S 111. 7/102025 exarree of where these are located on the drawings? 026 Phase 2 Subsystem 1.08 Civil Inclusion N1 mentions"dumpster pads'.Please provide an example of where b112025 HPCC Response:No dumpster pads are required.disregard. Scope 7/102025 these are located on then drawings? f language wilt be uotated in Addendum to reflect this _ (HPCC Response: Yes.In general.concrete elements shown on the 027 Phase 2 65%CD:2-L205 Landscape Detail 03 shows a concrete'mow sum'.Should this be included in the 1 7,112025 istrudurals should be pnced with the 1 01 TK Concrete subsystem and 7,2,t,.i2, Subsystem 1.08? :concrete elements shown on the w the arils or landscape should be pnced with - _ ;the 1.08 Site Concrete Pa. bvuem. * _. •Jacobs Response:Structural drawings are in development Please refer 'to Sheet 1-0016 for elevation information regarding the plan south retaining wall.Please also note that Civil has resolved grading at the West 028 Phase 2 65%CD;2-S101 Sbtuiurel Please provide assumed heights for the retaining walls running east f west on I 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 dear. Structural drawings will continue development into 95%to match the Civil conditions illustrated there.Civil sheet also indicates the plan north grade condition. RR Template Disciplines 1 GinO 5 Mechanical 9 Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2 Landscape 6 Plumbing 1: !tenors Design Phase: GMP Estimate 3.Architectural 7 Fire Protection Company Name: Hensel Phelps Cons'notion Co. 4.Structure' 8 Ejectncai Responses due from Subs: Thursday,July 3.2025 @ 5:00 PM CT RFI ds Muse SpeelDrrry No. Discipline C.i'-...,i Date Submifteo Response Date of Response • Jacobs Response'Jacobs will identify on plan where the existing controller was identified to be located,but cannot amhm,that it was • • installed at that location.Contractor will need to field verify controller ' location.The astern system is separate and is next to the pump.as Please provide location of existing lmgation Controller and electrical located by the survey.Landscape plans will be updated to reflect his :29 'rune 7 Landscape 7212025 information as well.Regarding bean,it's a 2•wire system and the irrigation 722025 requirements id necressary}for new system be-in remote control valve detail shows the wire splice with decoder.There is i no need to run wires back to the Controller.The astern system is conventional wrong and can manifold the new valve next to the orguial The astern system will require connection to the controller but s a short • i distance , 1 t•E0100,1.60101,t- Jacobs Response:Refer to Spec 105600'Storage Equipmecr 't 030 Phase 2 Equipment Please provide 800 and/or model St's for required new equipment 7/2/2025 'information requested is not represented there.please resubmit RF' 7212025 E0102 cuesbon , ;HPCC Response: Structural plinths will be required at Pt partanc canopy !foundations For bidding purposes,assume footing:are place and top ic'footing is ocated 2'below top of paving.Plinths should extend from top lc'footing to elevation 760 to allow for a consistent steel r.ciurnn baseplate elevation for Parking canoy Plinths as well as sawalting and remova of -77/2025 .-., Phase 1 2-55C t Stuctural :Please danty where-structural plinths'are required? 77272025 !paving for this work is by TKCconcrete 7'102025 Jacobs Response:Plinths will be required at all perimeter columns one - • Iva I be used at interior Columns as needed based on pier sizes Plinths wit ! ;be tagged n the 80%foundation set later in.uly .- • Jacobs Response Generally,plinth heights wilt match the gradebeams j since they are monolithically poured.This will be further danbed in the 032 Phase 2 2.S5C•1 Structural What height should be assumed for the'structural plinths'? 72FL025 80%foundation set later in July. 7/102025 I HPCC Response:For bidding purposes.assume only the footings are in _ place and new plinths will extend up to elevation 760'. lThe submittals provided reference Silent Knight 5700 panels with nom strobes: however.the plans include comments indicating a requirement for vase evacuation.The 5700 panel is not inherently equipped to support voice i 033 Phase 2 284821.11 Fire Alarm 'evacuation.If a voice evacuation system is currently installed,it must be 722025 (HPCC Response:Assume system was installed per the submittals. 7112425 I utilizing a separate voice evacuation panel.as the 5700 does not have this capability.Please danfy what type of voice panel is currently installed to meet "the voice evacuation requirements noted on the plans. 1 034 Phase 2 28e621.'1 Fie Alarm I alarm submittals for reference deed Hochik protocol devices.Can we 72/2025 (HPCC Response.Assume system was installed per the submittals. — 7;182025 ..confirm Hodhikipromool devices are installed? ill Hochtld protocol devices are installed wnidh are no longer supported by 'Honeywell.Is the customer open to replaanent of all eiximg 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. 7'182;25 suppored protocol such as Silent Knight.If this is the case we will need a full list of oewces 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.Electncai Responses due from Subs: Thursday.July 3.2025 @ 5:00 PM CT •'I i. Spec,Owg ho ':, .„-:Suomlted Resya,,,.. Date or Fleenor ,. Pacing Breakdown- The unit pnce oreakdown for Turnkey Concrete calls for a'Dry-Shake HPCC Response:95%Spec Book section 033W00 3 B G calls for Dry- 036 Phase 2 Turnkey Concrete General Hardener.Where is this defined ur the projeC documents? 713/2025 'Shake Hardener to be applied in ac ordance with manufac5rre(s 7/7/2025 1 ;instructions r Pricing Breakdown- The umtd price breakdown for Turnkey Concrete calls for'FF Premium Add' HPCC Response:95%Spec Book section 0330000-3.8.C.7.a states all 7/72025 037 Phase 2 Turnkey Concrete General Please define what this means? 7/3/20.5 Slabs on Ground are to meet FF45 8 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-A111.2-A113 Architectural It is unclear where the WTI&WT2 roller shades are to be located,please 7/3/2025 7/7/2025 (Sheet 2-A13_Series drawings) Women's Locker 131A is tagged for RO1 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 713/2025 RB is required at all other locations.Transition between base types occurs 7/8/2025 (dandy _ - — as location where floor -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 nsers to match phase 1.The open stairwell is anticipated to be Section 2.4 calls for vinyl stair treads,nsers,and stringers.Neither is called out polished concrete precast stair with open user,as previously discussed. 040 Phase 2 096512.2.3/2A700/2A701 Architecarral on the 2•A700 Room Finish Schedule,the 2-A701 Materials Index Interiors. 7/3/2025 Paragraph identifying vinyl stair treads'nsers/stnngers will oe removed 7/8/2025 nor any of the Finish Plans.Are these to be included,and,if so.rubber or from the specificaton.Please note that sheet 2-A700 will be removed vinyl?At all egress stairs? from the set such that the finish plans govem without conflict All changes will be reflected in forthcoming Addendum. - Jacobs Response. Please note that street 2-A700 will be removed from the set in forthcoming addendume such that finish plans govern without wad. Followdrg rooms are tagged for RB1,but the Room Finish Schedule calls for Breakroom 12211 23:R62 RB2.Please clarity.(Breakroom 122.Breakdowm 123,Vestibule 131.Corridor 041 Phase 2 2-A131,2-A132,2-A700 Architectural 7/3/2025 Vestibule 131:RB1 7/8/2025 C12.Condor C13,Vestibule C14,Lobby C75.Condor C16.Stair 53.1, Corridor C20,Corridor C21.Corridor C22,Corridor C23.Stair 3.2) C12,Ct 3:RB2 C14:RB1 C15,C16:RB2 'Stair 3 1 R81 C20'Stair C21,C22,C23:RB2 'Pipe size and routing of Gas Lines do not line up between'Gas Line'drawing I,Ja it 3 Response:Drawings will be dan,5ed and revised in forthcoming 042 Phase 2 1-0036,1 C037 Civil land'Underground Utilities'drawing.Please confirm which is correct sizing and 7/32025 7/8/2025 tAddendum -- ----- - ,routing. _ i Utility Shop Restroom 320'1-A140 Finish Plan has RB3 tagged as the wall , 1``Jacobs Response. 043 Phase 2 1-A140.2-A700 Architectural 'base,bul2-A700 Room Finish Schedule calls for the wall base to be T82. 7/7/2025 'Al8/2025 All base TB2.Please note that sheet 2-A700 will be removed from the set Please clarify. in forthcoming addendume such that finish plans govern without conflict Jacobs Response: 044 Phase 2 1-A141,2-A700 Architectural 14141 Finish Plan calls for both L02 Mezzanine rooms 327&328 to receive 7/712025 7/8/2025 R83 wall base.but 2-A700 Room Finish Schedule calls ter RBI.Please clarify ,All base RB3.Please note that sheet 2-A700 will be removed from the set tin forthcoming addendume such that finish plans govern without conflict -._ . ---- r RR 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.Elecvical Res ocnses due from Subs Thursday.July 3 2025 5:00 PM CT .., , .. — c :, Oate Submitted R-• ,,. Date of Response I Jacobs Response:Great question.thank you for asking!demo new woe, Please confirm that the demo exact limits shown are supposed to be replaced limits should be taken to the nearest u art oUsaw joint.This information 7/14/2025 AS a-ass 2 ' 1•i.i/ Civil with concrete paving.and not the nearest(control or sawcut)joint?We've seen 7R/2025 has not been surveyed and will not be added to the drawing.We will it mat way on other jobs. include a general note clanfying the intent as pan of the IFC set 046 • Phase 2 � 1 L007 Civ l Please provide joint spacings(Le.control,expansion,sawcul)for the new rigid 7R/2025 HP Response:Reference Sheet 1-0002.Street&Drainage Notes#8 for pavrig?I dons see these details on the drawrn9s. expansion and control loins 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', 7R12025 revised to identify this pattern as scored concrete Refer to forthconarc 7152025 I addendum 048 Phase 2 1-0012 Civil Please confirm the scalers incorrect for drawr' 1-CO12v 7R/2025 Jacobs Res3crse Scale has been addressed 7/142025 'Around the south of the Utility shop building.the demolition boundaries.and 049 Phase 2 1-0007&1-0012 Civil new pavement boundanes don't match.Please clarity,or revise the paving 7/7/2025 Jacoos Response.Boundaries have been syncronaed 7/14/2025 :pan? — - Please confirm Curb and gutter is requred at the west and southwest edges of 050 Phase 2 1-0010 Civil Ilhe warehouse rigid paving areas?Ifs interred,but not speoficaly called out 717/2025 Jacobs Response:Curb and gutter nave been danced 7/142025 - _ -.- on the drawings? _ -- - - — 051 Phase 2 '•A'C1 Architectural Reference sheet 1-A101,detail Al. Door P1806.1 into morn P1808 is an OH 7/712025 Jacobs Response.No.OH doors desired by stakeholders 7/8/2025 door. For use of wall space and cost could a HMDF be used in this location? 052 Phase 2 1-G004 General Reference sheet 1-G004 Note#19.Please confirm that requirement for X-ray 1Jacobs Response:Confirmed,this requirement is for structural slabs only. 7/8/2025is for structural concrete only and not concrete7612025 paving. Civil slab does not regret,this. 053 �Phase 2 1-0016 Civil The scale for this d:awi,adpears to be incorrect.Please dare," 7R oo 12025 Jacobs Resnse:Scale has been addressee• 7/142025 Jacobs Response:This note cannot be removed and would apply if and Reference sheet 1-0004 Note i120. Please confirm the inclusion of rework to where specific scope shown in the construction documents would require 054 Phase 2 I 1-G004 General 'exisibng concrete floors'can be removed. It is understood that work in Phase 7/7/2025 iL 7/1 612 02 5 , 1(other than included in these drawings)is not included in scope. HPCC:Confirmed that Cis note would only apply to specific cases ifAalien 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 contract day as spedficauon 033000 is Boors that are outside of 1/8-:1 0 This is inconsistent with Specification for new concrete.whereas note 20 addresses floors that are'out O55 Phase 2 1-G004 General 033000.3.3A aria ACI t 17. Please confirm hat tolerances in Spec 033000 7/712025 at specified tolerances'.I.e.when and where nonc mpliances arise either 7116/2025 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 wit have to be worked out with USE PM*2 1-0002 Civil Communications ductbank wilt need a vanance to traverse above storm sewer 717/2025 Jacobs 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 Pewee 2 1 0002 Civil deleted or modified.Contra water permits,meters and usage is 717/2025changed without express written direction by the Owner 7114/2025 pme'ded by the CoRR.Pleasese confirm. ~Reference sheet 1.0002 RoundDepartment Rock Fire Notes#11. It is Jacobs Response:No Knox box on the man again.Main buiding will 058 Phase 2 1-0002 Civil understood that existing gates or Building have knox box and no addi,lonal are 717/2025 have an added knox box at the plan West enhance.Drawings to be 7/14/2025 _anudoated for Phase 2 scooe. Please confirm, upcated as pin n of the 65%desigr effort _ - RFI Template c..‘, °mot- 1,Civil 5.Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2 8 5 2.Landscape 6.Plumbing 10.tntenors 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 l 5:00 PM CT Spec,D.vr.f e fti•,r.c n,• Cate Submitted Response Date of Resdonsc Reference sheet 1-0002 Round Rock Fire Department Notes 118 Please 059 Phase 2 t-0002 Civill—yconfirm who will be responsible for scheduling the pre-enhancement radio 7172025 Per( CoRR,City is responsible for pre-enhancement radio survey 7/162025 survey. Hensel Phelps or City of Round Rock. }I , Reference sheet 1-0007. Please confirm bollards at the NW a lid SW corners (Jacobs response:Refer to architectural sheets for demo of existing 7/82025 060 Phase 2 1-0007 Civil 7/7/2025 the existing Shop should be removed to facilitate eaucture tie in. 7/7/2025 bollards al building Reference sheet 1-0007. The knits of demo for the water and wastewater 061 Phae.2 1-0007 Civil lines to the Shop are not coordinated with the new paving plan on Sheet 1- 71712025 Jacobs Response:plans have been coordinated 7/14/2025 C012. Please confirm which one should govern or coordinate the limits. i Reference sheet 1-0007. Concrete sidewalk demo at tine north lace of the 062 Phase 2 1.0007 Civil Warehouse to install the new fiber ductbank is not shown. Please confirm this 717/2025 Jacobs Response:pavement has been coordinated 71142025 demo. Reference sheet 1-0007. South of the Office Expansion there are My extent; 063 Phase 2 1-0007 , Civil of demo for water and wastewater be ins. These are not shown as new paving 7/72025 Jacobs Response pavement has been coordinated 7/14/2025 - on Sheet 1-0012. Please add to sheet t-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 7/7/2025 Jacobs Response:Light pole has been snows to be removed 7/1412025 removed.If to be relocated,please include new location. r Jacobs Response:Field verify new locabon of sign with CoRR pnor to Reference sneer 1-0007. At the south dnve gate from Luther Peterson.the install.Civil drawing will be updated for proposed location in forthcoming 065 Phase 2 1-0007 Civil existing Round Rode logo sign is to be relocated.Please confirm if there is a 7/7/2025 addendum. 7/1 6/2025 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•ns at he south of the Shop 7/7/2025 Jacobs Response:pavement has been coordinated 71142025 are not coordinated with the demo of Sheet 1-0007. Please coordinate Reference sheet 1-C1312.New paving at the south of the Office Expansion for 067 Phase 2 1-0012 Civil utility he ins a not shown.Please coordinate sheet with 1-0007. 7/7/2025 Jacobs Response:pavement has been coordinated 7/14/2025 Reference sheet 1-0012 confirm 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. Pleasethis to be Decorative Concrete and not 7/7/2025 Jacobs pavers are scored concrete.Drawings will be revised inforthcoming addendum Reference sheet 1-0012. If decorative pavement is confirmed,please include Janos Response:No decorative pavers in scope.Civil drawings will be 1 069 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 Jacobs Response:Civil governs the extent of this entry that is art).while Reference sheet 1-0012. The stair and sidewalk at the north entrance to the structural will govern the extent of this wall at the stair where grade 070 Phase 2 1-0012 Civil Office fitness room is detailed in the Package 2 stucNral drawings.Please 7R2425 7/8/2025 confirm structural details govern this scope and not cavil details. change is most drastic. HPCC:Items in question will be detailed in Structural i Reference Sheet 1S100.Reference Phase 1 documents. Phase 1 Jacobs Response:Contractor vil need to demo ti a existing paving at foundation details for P1 indicate that the plinths terminate al grade.The leach plinth location and provide the top of concrete elevation to the PEMB 071 1 Phase 2 1-S 100 Structural plinths aro not visible onsite at grade. Do the plinths stop at underside of 7/72025 'manufacturer and the design team for final coordination,design and 7/10/2025 paving?Are there plinths instated out of the mat footing?Please provide new idetailing.Contactor to provide as bust condition of each p inth that detail for adding or extending the plinth. tincludes installed anchor rod sizes and layout.etc.A detail with ianticipated work has been provided in the 07/10 addendum. RF1 Template Disciplires 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Intenors Design Phase: GMP Estimate 3.Architectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 4.SWdural 8.Electrical Responses due from Subs: Thursday.July 3,2025 (§500 PM CT SpeitprgNo Discipline :,,esma, f. .:. :d(.r: i:•,p;-:r Reference Sheet 1-S004 Detail 12. The loads for the darker shaded area of Jacobs Response:Darker area was a visibility item for Me raised slab at „72 ! Phase2 S004 Structural 7/7/2025 the Utility Shop.Design loads for the entire plan are the same.The 7/10/2025 the Shop are not provided in the loading diagram legend.Please provide. viabili y item has been corrected for the 07/10 addendum. Reference Sheet 1-S102. Please Confirm P2 is one section at a50LF as Jacobs Response:P2 Delegated design is ongoing and being revised to I :73 Phase 2 S102 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 71102025 :74 Phase 2 1-5501 Structural 7/8/2025 information is missing Please provide. filled out for the 07/10 addendum. r ••-- i Reference Sheet S-502 Detail 01 Please provide reinforcing for he mat Jacobs Response:For the 07110 addendum,a note has been added to 7/10/2025075 i Phase 2 I 1-S502 Structural 7/8/2025 porton of the tooting. 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:Refemng note in the detail nas been updated to point I 076 Phase 2 1.5502 Structural the vertical beam portion of the footing. Please confirm this is the same as 7/82025 to 01/1S502 for additional information,which would include the 7/102025 ' 01/1-S502 or provide reinforcement -_ �` Reference Sheet 5-502 Detail 02. This detail references 01/1-S503 for Jacobs Response:Refemng note in the detail has been updated to point 07' Phase 2 1-S502 Structuraladditional information.Sheet 1-S503 s not included. Please provide. 7/8/2025 to 0111S502 for additional information.which would include the 7/102025 reinforcement. f Jacobs Response:Confirmed.At the contractor's option.hooks can either 07d Phase 2 -S502 StructuralReference Sheet S-502 Details 03 04.12. Please confirm the hook dowel is 7/8/2025 7/10/2025 included at the end of the main slab mat reinforcement bars,or Class BI 77102025 the same sizing as the SOG mat pf4f. lapped hooked dowels can be placed adjacent to the main stab mat reinforcement bars. - -' - -- f - -. ._.. 079 Phase 2 1-S105 Structural ;Reference Sheet 1-S105.Continuous footing at perimeter of P3 is called to be 7/8/2025Jacobs Response:Continuous footing reinforcement schedule has peen 711012025 CF78-16.Please provide missing bar information horn CF table on 1 S501. ,filled out for the 07/10 addendum. Reference Sheet 1.5105. Please provide reinforcing information for plinth Plc 'Jacobs Response:Plinth schedule has been added to sheet 1-S501 for 080 Phase 2 1-S105 Structural28 7/812025 me 07l10 addendum. 7/10/2025 t ~ ,Reference Sheet 1-S105 Detail 11 This detail is for the north perimeter beam Jacobs Response:Detail 11 is coned as mere is no Continuous Footing Phase 2 1-S105 Structural jai 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 _ his known Waled to 04 fa the 07/10 addendum. t �. ;Reference Sheet 1-S105. Detail 10 is called out as a out section for interior Jacobs Response:Section cut for detail 10 has been shifted for the 07/10 82 Prase 2 1-S105 Structural .beam at the enclosed portion of P3.Please confirm this should be a 5/1-S502 7/82025 7/1012025 la pm,ice call out for toting rfpe if 10/1-S502 is correct addendum. 1 ;Reference Sheet 1-St 10 Detail 17. The enlargement call out at the bottom 'Jacobs Response:The visual issue with the Callout reference to 06/1- 083 Phase 2 '•S'10 Structural • 7J82025 7/1042025 i 'nght corner is unclear Please ciarih• S110 has been cleared for the 07/10 addendum. - 084 Phase 2 1•S120 Structural Reference Sheet 1-S210.The enlargement call out on detail 17 is unclear 7182025 Jacobs Response:The vistas issue with me Callout reference to 06/1- 7/10/2025 __ _ f _ _ Please da•ify. 5120 has been deared for the 07/10 addendum. 085 Phase 2 I 1-S120 Structural Reference Sheet 1-S210 Enlargement 06. Please provide reinforcing 7/8/2025 Jacobs Response:Continuous footing reinforcement schedule has been 7!1 OI1025 information for continuous footini CF48.18. i filled out for the 07/t0 addendum. 1 I Jacobs Response:Frame type'A'applies to all exterior single and double Reference Sheet 1•A600 Door Schedule Utility Shop.All frame types are I doors.OH door frame conditions are dictated by the PEMB designer and . 086 Phase 2 1•A600 Architectural I 7/8/2025 the selected OH doer supplier.Door schedule will be updated to retied a• 7/8/2025 called out as Type A.Please provide corrected doer frame types. ; 'at OH doors as a result.Changes wit be reflected in the forthcoming i � addendum. w Reference Sheet 1-P121.Will confirm in shop drawing submittals.but in 5.T i Phase 2 I-Pt21 Plumbing general can vents be routed to penmeter side walls as neecessary to limit roof 778/2025 Jacobsaddend Response:Yes,as long as they are installed per 2015 IPC section 7182025 093.1.4 and 093.5 pemetrations? RFI Template D scipbnes 1.Civil 5 Mechanical 9 Fre Alarm Project Name Bob Bennett Complex-Phases 2 8 5 2.Landscape 6.Plumbing '' tenors Design Phase: GMP Estimate 3.Architectural 7 Fire Protection Company Name: Hensel Phelps Construction Co. 4.Structural 8.Electrical Resporses due from Subs: Thursday.July 3 2025 @ 5:00 PM CT RFI No. Prase SpeUDrrg hi0. Discipline Di.—.,in, Date Submdend Raspnnse Date of Resyxmse Jacobs Response:Reber is required for all dud banks under drivable spaces.Structural will need to provide the sizing of the rebar Structural • Feedback:Entire electrical dud bank shall be encased in 3000PSI(3KSI) pea gravel concrete.Prior to concrete being poured and trench being •back-filled.Oncor energy requires inspection and approval of work for 088 Phase 2 1-E500 Electrical Reference Sheet 1-E500 Detail Cl.Please confirm rebar is not required in 7/8/2025 extent of Vending that is included within the area of easement.Rebar "22'2d25 electrical dudbank. If rebar is required,please provide reinforcing information. shall be sized 15.#5 bars top and bottom with 04 stirrups at 4-0'o/c max. Reinforcement provided is based on ACI minimums for temperature and shrinkage and assumes dud bank does NOT span or receive any direct structural loading.Alert Jacobs to arty deviating conditions for further I _ direction,pnor to implementing the work. 089 Phase 2 1 E500 Electrical Reference Sheet 1-E500 Detail A5. Please confrm rebar is not required in 7/82025 Duplicate RFI.see response to item 088 above 7/82025 electrical auctbank. If rebar is required,please provioe reinforarg information. Reference Sheet 1•E700 Lighting Fixture Schedule. Fixtures 61,61E,JE and 090 Phase 2 1-E700 Electrical JE2 reference the architectural plans for mounting heights. Heights are not 7/8/2025 'Jacobs Response Mounting heights will be aenubed in atlde idum 7/812025 indicated, Please provide. _ i ssuance 091 Phase 2 r I•TS101 Telecom Reference Sheet 1-T5101 Key Nate#4. This ductbank to rem a n with r 7/8/2025 Jacobs Response:Confirmed 7/10/2025 exception of portion removed under Shop expansion. Please Dorfman. _ 1 _ 092 Phase 2 1•TS101 Telecom Reference Sheet 1-TS101 Key Note#12.This handhde is not to be installed •• 7/812025 Jacobs Response:Confirmed.NH will not be installed. 71102025 iper CoRR directon.Please confirm 'Jacobs Response:Confirmed.vacant conduit is to be abandoned in place' in and demo'c as needed for construction of phase 2.Connection between 'Reference Sheet 1-TS101 Key Note#14.These conduits will not be used phase 2 IDF and phase 1 MDF wilt nun internally to the building.The Z93 Phase 2 1.73'0' Telecom Phase 2 construction and will deniveJ for structural wbgrede preparation. 718/2025 7/10/2025 ,Telecom site plan will be revised in forthcoming addendum.The main Please confirm. 'building telecom design will continue as part of package 2 with next issuance being 95%in late October. 'Jacobs Response:The new NH structure speahed 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 PG36602439E04. This is a solid bottom HH straight conduit run from Me new hand hole(Key Note#3)to Me Warehouse. that only allows straight conduit exits from end walls or side walls.The 090 Phase 2 ''S 1J' Telecom 7/82025 only option for a single.straight conduit run is to angle the Hubbell HH to 7/1012025 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 toe warehouse as Ste 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. IReeerence Sheet 1•TS101 Key Note#18.Per CoRR direction,his to be a Jacobs Response:LBs have been eliminated in the forthcoming 095 Phase 2 1-TS101 Telecom 18'x18'pull box.not an t8. Please confirm. 7/8/2025 'addendum. The speafiea wall mounted NEMA enclosure in the final 7/102025 idesig,is 18-x 18'X 8'wall box. T_ Reference Sheet 1•TS101 Key Note 01. Compromised MN to be replaced.not "Jacobs Response:Confirned. Damaged MH will be removed,not 7/102025 05G Phase 2 i-TS101 Telecom relocated. Please confirm. 7/8/2025relocated. Note has been updated in the fortnM-r.1 addendum. Reference Sheet 1-TS101 Key Note 02. No ductbank connectivity is needed Jacobs Response:Confirmed.Connection to compromised MN is Phase 2 1•TS101 Telecom to the otd telecomm dudbank as this will be abandoned in place. Please 7182025 71102025 removed and keynote 2 is updated in the forthcoming addendum. I �conhrm_ - - 1— RFI Template D'sciplines 1,Uvl 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Intenors Design Phase: GMP Estimate 3.Arcnnectural 7.Fire Protection Company Name: Hensel Phelps Construction Co. 1 StniGura'. 8 Electrical Responses due from Subs: Thursday.July 3.2025 @ 5:00 PM CT • . .Lcog:tic Oier;pfre )ate Submitted Rrsp:: .: Date of Response Reference Sheet 1-7104 Key Note 1.Per CoRR direction,this connection to Jacobs Response:Confirmed.On 7•1104,keynote 1 has been revised to : 096 Phase 2 1-7104 Telecom be made in 18'x18'pull box not an LB.Please confirm. 7182025 remove LBs and to specify an 18'x 18•x 8'pull box in the forthcoming 7/102025 _ addendum. .acobs Response:Per consultation and agreement with Austin Structured 1 099 Phase 2 1•T104 Telecom Reference Sheet 1•T104 Key Notes 1t3 and ed. Per CoRR direction,cable is 7I82025 Cabling.conduit will be used. Keynotes nave been adjusted to reflect the I 71102025 to be ran in J•rooks not conduit Please confrrn. discussion with Austin Structured Caoing representative on 7/82025 in _ the forthcom rg addendum. ' Reference Sheet 1•T105 Enlargement 2.Are the BET and TEO in the NC&S Jacobs Response Both the BET and he TEO are lockable cabinet 100 Phase 2 1.7105 Telecom installed as shown on the unsewre side of the oom? 7/82025 enclosures. Lockable cabinets for the BET and TEQ are to remain in 7/10/2025 to beplace on the plan east wall i went location) 101 Phase 2 1•T i05 Telecom Reference Sheet 1-7105 Detail 1 and 2. Please confirm this is Parking 7/2025 Jacobs Response:Confirmed. Details 1 and 2 have been corrected to 7/102025 Structure P3. P2 is listed. reflect pariun;structure 3 in the forthcornme addendum. --. Reference Sheet 1-0010. Ductbank routing to P3 is shown in different Jacobs Response:Electrical see plan is cortex Civil plan will be adjusted 102 Phase 2 1 L010 Civil ahgnemnl then the Elednoal Sae Plan. Please confirm FJectr cal Slte Plan to 7/82025 to match.Drawings will be revised in forthcoming Addendum 742025 ' ,overn. — , -- -- t03 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 7J1012025 south elevation is not shown. Please provide and confirm. reference to the stair detail has been added for the 07110 addendum. _ Jacobs Response.There is a 1.9'(per Crud 1-0010)between existing utility shop and immediate adjacent phase 2 utility shop.PEMB Shop Reference Sheet 1-A200 Elevations Al and 81.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: 1 single jog may not accommodate this.Jacobs will review shop drawings upon submission. 105 Phase 2 14003 Fie Alarm Reference Sheet 1-F003 Note 101, Dashed Imo for mezzanine above should 7/82025 HPCC Response:Correct and addressed in 07/10 Addendum 71172025 tom! be around Room 312 and not around Room 311. Please confirm. Reference Sheet 1-F011 Note 710. The 6'line indicated as new is existing. HPCC Response:Noted 6'Dry-line to be removed and replaced with new 106 Phase 2 1-F011 Fie Protection 7/82025 7/172025 _Please confirm. e'wet-line t 107 Phase 2 1 E010D Equipment Reference Sheet 1-EQ 100 Equipment List.Please add specification 7/8/2025 Jacobs Response:Refer to Equipment Notes Pt Note cats out spec 1 7/82025 referemces for each item tag called out. —_ _ 105600—Stora,je Equipment that contains all item ta is. ' Reference Sheet 1•E0100. How are cantefivered storage arms supported? Jacobs Response:Mounting of equipment in question will De addressed 108 Phase 2 1•E0100 Equipment Hensel Phelps reccomends a concrete pad.Attaching to PEMB structure may 7182025 7182025 delay PEMB design. If concrete pad is acceptable,please provide deta/s in forthcoming addendum. Reference Sheet 1-E0100. Is demo required of existing EV Chargers for Jacobs Response:Addendum issuance will address the relocation o12 109 Phase 2 1-ED100 FJectr cal installation of new ONCOR transformer and associated pad? If so.please 7l82025 7182025 existing EV charging stations as well as addition of 6 more - . ?RNA!limits of demo: -_ _._ _ - .__ y Jacobs Response:While we understand the concern,the Client is focused on native,drought tolerant options.Buffalo Bass.once Wit alternate to Buffalo Grass be considered?Buffalo is difficult to establish established,is hardy,low water,and low maintenance,we also 110 Pease 2 2•L201 Landscape 7/8/2025 acknowledge current supply challenges,If Subcontractor would like to 7/102025 and suseptible to weed invasion. propose an alternative for the Clients consideraacn,thus could be ; Iconsidereo as a substitution request.For base bid,please lance Buffalo as i( scheduled. I. RFI Template Disciplines 1.Civil 5. Mechanical 9.Fire Alarm Project Hame: 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.Stt.iCtural 8 Electrical Responses due from Subs: Thursday.July 3.2025 @ 5:00 PM CT •i .. . ho Dnupine -:.i..:i Date 5uemated ResW:r : Date of Response i11 Phase 2 2-S111 Structural Please confirm exterior stair located between grdlines W.5 and X are to be Jacobs Response:Confined for pricing only.A speafic detail will be 71t02025 detailed similar to that shown on 2S501 7/8/2025provided in the 80%foundation set later in Jutr. 25113.2Sita,25115,2• Jacobs Response:No roof top equipment will be placed on the roofs 112 Phase 2 5116 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 7I1012025 t _ — 2 design development -.4 HPCC Response:Confirmed. 113 Phase 2 Multiple Structural Outdoor Canopy to be Steel Structure ILO PEMB.Please confirm. 7/8/2025 7/1012025 Jacobs Response.Will be developed as part of pacakge 2 design development 114 Phase 2 1 2-A520 Structural Reference Detail B1.Please provide detail for Structural Support called out. ' 7/8/2025 Jacobs Response.Wdl be developed as part of package 2 design 7/10/2025 developmen: Jacobs Response There area number of acoustica:y rated partitions in 115 Phase 2 2-A602 Architectural Please confirm no Acoustical Partitions are anticipated. 7/82025 the project:refer to partition types on A600•senes sheets- Parbbons with 7/872025 test number rating incicated are classified as'acoussce assemclies. 1 "---_ Jacobs Response Overhead doom at package 2 are'frameless'fire 116 Phase 2 2-A610 Architectural Please provide correct Frame Type for OH Doors 112C,1120,C2OC,C2OD I 7/82025 rated shutters.Conceptual details are shown on 2-G020 Refer to spec 7/8/2025 _ _ I 083323 for additional basis of desicn infonnaton Jacobs Response:Door 115.2 is an existing door/frame to remain drat is scheduled to receive hardware changes/adjust rents:door type is urelant Reference the following Doors:115.2.133D.2,S2.2.Please provide correct to the scope of work.Doors 131D.21330.2 are exterior HM door that Phase 2 2-A610 Architectural 7/8/2025 should be door type'FV.Door S2.2 will be removed from the prgect 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 - RFI Template D.i.... le:, 1.Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex-Phases 2&5 2.Landscape 6.Plumbing 10.Intenors 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 kJ.%.... Phase .,.•-ciDwgNo_ ._ _..,:- Dare Submitted Response Date of Response Jaccas Response • 121.2-SIM to A4184 on 2-A630 You may also refer to A3fA-314 of the phase 1 set 123.2-SIM b A4/B4 on 2-A630 j 126.2-SIM to A4/134 on 2-A630 1310.2•SIM to A41134 on 2-A630.You may also refer to Al/A-314 of Inc phase 1 set 133D.2-SIM to A4184 on 24630 You may also refer to ALA-314 of the phase 1 set t 135.3-This is part of a CW system Door jamb/head condition would be relative to cite specified product Jamb condition of ful CW system wou d 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 55%C0 development 71025 '1310.2,1330.2 135.3,136,137.C12,C14,S3.1 ;136-SIM to A4/B4 on 2-A630 137 SIM to A41B4 on 2-A630 °C12•This is pan of a CW system.Door jamb/head condition would be .relative to the specified product Jamb condition of ful CW system would ,be SIM to A4 on 2-A630.Head condition will be detailed as pail of 95%CD development C14-SIM to A4/B4 on 2•A630.You may also refer to Al•A-314 of the phase 1 set S3.1-This is pan of a CW system Door jamb/head condition wou d be relative to the specified product Jamb condition of full CW system would be SIM to A4 on 2-A630.Head condition wit be detailed as part of 95%CD development You may also refer to Ai/A-314 of the phase 1 set{I Jacobs Response.Confirmed that cunently nstalled water neater c-. r Reference Deta I 4.Confirm existing water beater that is lobe replaced is electric.Pre-existing water heater was gas and replaced with an electric 119 Phase 2 f 2•P401 Plumbing 7/812025 71812025 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 asocial e 2 _ 120 Phase 2 2-A102.2-A620 Architectural 'Please provide doubts for Glazing Type as shown on drawing 2-A102 7/8/2025 acobs Response:Type'N'is the same as type'C'.Win revise as pan of 7/812025 Ill the document dev¢r;finent::ricr•M: 121 Phase 2 1-0012 CivilPlease clarity the dowel requirements for the Site Paving(i.e.control joints. 7/8/2025 ;Jacobs Response:Refer to note 8 ender'STREET AND DRAINAGE 71 w2025 sawcut jar ts,etc.;?We cant seem to find these on the dawns. :NOTES'on sheet 14002 Please vent'it 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-ENV 2-A111 Electrical Luminaire Schedule(2-E700)or if the intention is to have custom lengths of 8' 7/8/2025 icesired.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 0f Type M.However,these are not lied into emergency circuity and the Luminaire Schedule does not Jacobs Response:It is intended to provide BOTH a 90 minute battery 123 Phase 2 2-E202/2 A111 Electrical identify Type M as being equipped with emergency battery Packs.Are these 7/8/2025 pack and be supplied by an emergency omit Next design submission 7,.92025 ISxtures 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 1 'with the emergency circuit designations. ._ _- RFI Template 0 scptmes 1 Civil 5. Mechanical 9.Fire Alarm Project Name: Bob Bennett Complex_Phases 2 8 5 2.Landscape 6 Plumbing 10 ntenors 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 t§5:00 PM CT r r Phase ScrcDw9 No Ds-: :nuestion Dote Subrnerted Response Dale of Res bone 1)Please verify if each run is intended to be provided in 4'segments,per tie Luminaire Schedule(2-700)or i(the intention is to have custom lengths scaled 124 Phase 2 2-E20412-At 13 Electrical off Architectural RCPs. Jacobs Response:All type M fixtures will be of 4'length.Next design „� a.Note:There are multiple lengths which are not divisible by 4.114'segments 7/8f2025 'submission will update the lighting layout in dhis region. are required,please provide direction and updated drawings with required lengths _ _ - , 2)The Type M fixture run.second horn the left,in the area oetween Stair 125 Phase 2 2.0204!2-A113 Electrical (S2.2)and Break Room(207)appears to go through the ceiling baffle. Jacobs Response:The.ght through the baffle wit be removed.Next ,ti,2225 a.ls this run intended to go through the baffled?ti not please provide direction 7/82025 design submission vn update this light and updated drawings with required tengifr. _ 126 Phase 2 1-ES101/1-A001/14100 Electrical Ref:Parking Structure P1:What are the power requirements? 7/9/2025 Jacobs Response:Power requirements will be illustrated on forthcoming 719/2025 addendum i Jacobs Response Lightning protection is not required on the parking 127 I Phase 2 1-ES1011 1-A001/1-A100 Electrical /Ref:Parking Structure P1:Will lightning protection be required? 7/9/2025 covers 719/2025 'Ref:Parking Structure P1:There are no Telecom Streets for Pt.W telecom;telenY Jacobs Response We believe ex sting telecom covers trio area.a is not 129 Phase 2 1-ES101!1-A001/1-A100 Electrical (security be required? 7/9/2025 anticipated at this bme.W i confirm with Jayson(structured cabling)to be 7 9R025 sure � — R fe'Parking Structure P2:There are no Electrical Sheets for P2.What are the Jacobs Response:Refer to forthcoming addendum for P2 elm/telecom 7/t0/2025 129 Phase 2 1•A00 i Electrical 7l912025 power and lighting requirements? _ _ 'requirements.Also refer to associated Alternates spec Jacobs Response.Lightning protection is not required on the parking w 130 1 Phase 2 1-A001 Electrical Ref Parking Structure P2:Will lighting protection be required? 7/9/2025 covers 7/10 2025 Ref.Parking Stnrcture P2:There are no Telecom Streets for P2.Will telecom/ Jacobs Response:Refer to forthcoming addendum for P2 elecJtelecom 1012025 131 Phase 2 1-A001 Electrical 7/92025 secant,be required? requirements Also refer to associated Alternates spec Jacobs Response:Refer to street 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 7l102025 132 Phase 2 t A001 PEMB RCP,or Details for P2. 7l9Q025 provided to Structural FOR with anticipation of foundation designs to be r furnished by July Gmeframe agreed to with HP - -I 1 ES1011 t ES102/1- Ref Parking Structure P3:Note:Electrical refers to P3 as'Structure 2'. Jacobs Response.Nomenclature of structure 2 to the correct'PT name 133 Phase 2 f Electrical What are the power requirements? 7/9/2025 wit be made in addendum issuance Refer to addendum for 7.1:1N25 A001/1-A101/14105 Will lighlrirg er.lecticn be inquired j w.eeligh:rg protection requirements 1-ES1011 1-ES102/1- Ret Parking Structure P: Note:Telecom refers to P3 as'Structure 2'Will Jacobs Response Refer to forthcoming addendum for corrected 7;10 2025 134 Phase 2 A001/1-A101/1-T105 EiecNcal telecom/security be required beycrd Use Rooms PIMA 8 P1818 7/9/2025 nomenclature and sc-be bev:rd PISOA&P1818 Foundation and Slab on ground note 1124.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 Structure'FOR 7110/2025 bidders should oece accordin;ly? After the concrete subs demolish the paving items please confirm the Response Where TK Concrete is sawcutbng and removing paving . 135 Phase 2 1 0007 Civil 7/10/2025 for foundation elements,they are also responsible for any excavation 7-10/2025 Earthwork contractor is responsible to remove what is beneath the paving? ;necessary in order to eerier-the work. There is'gravel'to be removed west of the warehouse building Is this to be 7 tOR025 HPCC Response. Removal of gravel prior to site grading'_considered 137 Phase 2 1 0007 Civl 7:1Ge'�725 removed by the Earthwork contractor.or concrete contractor? mass excavation and is by Earthwork. 138 Phase 2 ' 11007 Civil Who is responsibleHPCC Response:Removal of existing fence to be tamed with Hensel for the fence removal on this drawing/ I 7/10/2025 Phelps 111712025 139 Phase_2 1.0007 Civil 'Who is respons'ble for the curb removal on this drawing? 7/102025 HPCC Rcsporse•Curb removal ands Site Concrete 7/10/2025 MO Phase 2 { 15120 R.t-A112 Structural Sight dimensional discrepancy between S120 and A112 1 7114/2025 HPCC Response•20'span-from CJ to CK-rid ine MIME 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 Eledncai Responses due from Subs: Thursday,.duly 3 2025 @ 5'00 PM CT Date$uhrnuted Response Date or Response Mezzanine height shows 13'.Our records indicate that the°sienna mezzanine HPCC Response:Finish elevation for the mezzanine as shown on 15111 — 141 Phase 2 1.5111 Structural was lowered 1't in the field for wn an unkra reason.Do you want to field verify 7/14/2025at 113'-0' 025 7/18/2025. wand lower new mezzanine to match existing. Columns at enclosed area along grid line P3 are shown to be offset 11'from 142 u Phase 2 t 1.5105 Structural outside of slab on 5105.Section C3/A101 shows guts as flush with columns. r 7/14/2025 HPCC Response:Columns will be as shown on 1-S105 with 11'offset 7/18/2025 1 Are grin at FSW to be flush as well?O-0 of column is unclear. _ 143 r Phase 2 �` 1.5105 Structural rintenor columns at end wralls are no longer shown,but required for girt span. i 711412025 . HPCC Response:Include interior columns at end walls as required by 7/18/2025 P21PA and P2/PF need a column to cart'end wall uirts. Red Dot. Included at P2/PA and P2/PF:lids. - Pre-bid RFI no.062 confirmed that'standard MBMA deflections should be 1 acceptable'for the parking canopies.95%CDs sheet 1-5002 notes deflections' used for warehouse and utility buildings.but does not list separate ditena fa 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 1l182025 144 Phase 2 1-S002 Structural P1-H/60 drift.U180(LL)vertical frame deflection.U180(LL)pudin deflection,: 7/14/2025 defined in the pre-bid RFI. U90(LL)girt deflection •P2-H/60 drift.L/180(LL)vertical frame deflection.L/180(LL)pudin deflection, L190(LL)girt deflection. P3•H/60 drift,U180(LL)vertical frame deflection.L/180(LL)pude'deflection, i IL/90;LL;Lirt deflection. Similar to above,RFI no.062 response clarifies that 5 PSF collateral load is acceptable tar parking canopies.95%CDs sheet 1-S002 notes only 7 PSF HPCC Response:Loading to be less stringent at parking canopies as 1 145 Phase 2 1.S002 Structural collateral load.Please conhrn if 5 PSF is acceptable for canopies. 7/14/202571t 812025 (Warehouse and utility buildings are assumed to match existing collateral toad I defined in the pre bid RFI. of 10 PSF in lieu of 7 P5k1. 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 law columns to maintain a consistent grade,while also 7/142025 711&2025 eliminating the need fora bollard.Columns wit be needed on both ends of he Column bearing on a plinth at 760'constant elevator. ca "� — 1 Reference sheet 2-E600 for Electrical Single Line Diagram.The existing I 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 switchboard to be 7/16/2025 further into the package 2 design process.Only when loads are finished 71172025 18kAIC.Please confirm the rating of the existing switchboard is 18kAJC 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'MSB'switchboard estimations have been made,resulting in the documents provided to date. i 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 Elecmcal the Sheet Index but was not included in the drawings. Would you please 71162025 sheet in Addendum. 7/16/2025 novice us this sheet? _ ^ 1 Earthwork/TK 'Currently,per the Proposal Package Language.the Earthwork trade owns the HPCC Response:Language has been revised for Earthwork to provide eft 137 Phase 2 1.07 Earthwork Concrete grade to+/-0.1',who owns the delta?(earthwork.TK Concrete or Site 7/16/2025 0.02'Mellor site concrete and asphalt paving areas. Building Pads II Concrete? — should be left to t1-0.1'as described. I Reference 030000 Paragraph 2.5 which lists 3 different types of dry shake 033000 Cast-in-Place 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 I 71172 7/22/2025 025 acceptable for all the buildings. applies. Also,please confirm that all dry shake hardener can be hand cast— — — RFI Template Disciplines 1 Civil 5 Mechanical 9 Fre Alarm Project Name: Bob Bennett Complex-Phases 2&S 2 Landscape 6 Plumbing t: rlenors Design Phase: GMP Estimate 3.Architectural 7 Fire Protection Company Name: Hensel Phelps Construction Co. 4 Structural 8 Elecaice Responses due from Subs: Thursday.July 3.2025 @ 5:00 PM CT i-r i i i ri J,.• -,.-- • .:.i ,i::• D.Itc SWrmiu:- liespclse Dale M 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 Clarify intent 01 RF It m the DT's reccmendali r.that i 139 Phase 2 Concrete StructuralWarehouse Building and is not applicable to the Utility Slap,P3 Parking 7117/2025 all buildings meet this requitement. 25 1 Canopy or the Main Building slabs on grade. HPCC Response Yes modifications to the bid breakdown are allowed The Excel bid breakdown form is being used for accounting and leveling Excel Bid Breakdown 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�182025 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 ann.('P2 and only utilize(1)Type S4BC•(31)Type SC1A fixtures. 141 Phase2 12300 Electl SC1Afixtures? 7/17/2025 7/18/2025 1 I nca (remove and replace option.riot the additive option) i Or is the intenton 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 systemsl.O1 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 Or do we have to daily remove all spoils at the end of the day? operations from the tobsne daily or as directed by the Company.Inclusion i 3 will be stoker from the lan uuage. LiIMA nay liltsf�MueB B/6/2025 Bob Bennett Complex GMP Rev-1 Estimate Report Phase 2 Breakdown by Old Package 28-Phase 2 Site& 2C-Warehouse- 20•Utility Shop• Bid Package Civil+Covered Foundations,PEMB, Foundations,PEMB, 2E•Main Building Total Parking(P1,P2,P31 interior Bulidout Interior Bulldout Expansion 261,341 GSF 19,300 GSF 14,550 GSF 43,595 GSF 0175 Final Clean 4,500 6,755 5,092 15,I58 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 • - 244,768 615,4% 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 ! Rooting - - - 887,945 887,945 0742 Metal Panels - • - 597,760 597,760 0781 Fireproofing - - • 108,000 108,000 0810 , Doors,Frames&NW 28,025 24,525 110,725 407,825 571,100 0833 Overhead Doors 125,000 96,000 275,030 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 74,300 109,572 258,59S 451467 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 35,003 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 Plumb ng 87,000 130,000 275,000 836,000 1,328,000 2300 Median al 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 Fire Alarm 15,000 55.005 41,530 123,659 235,194 3100 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 194,003 - - - 194,000 3300 Site Utilities 730,000 - - 730,000 3111 SWPPP 25.603 - - 25.603 9900 Allowances 307,500 - 382,500 690,000 Subtotal $7,995,042 $2,625,821 53,750,400 516,208,980 530,580,222, 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 Contra r,es Free 1,477,022 Total I I I I I $40,084,663 0 HENSEL PHELPS 8/6/2025 Ilse !role a Bob Bennett Complex GMP Rev-1 Estimate Report Phase 2 Sector Detail aid 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 Pl Covered Parking,Spread Footings(6'x6'x2'-5") 20 EA 2,500.00 50,000 Pl 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 @ 5creenwall(16"0 x 78"W) 186 LNFT 135.00 25,110 P3 Covered Parking,Grade Beam @ Enclosed Perimeter(1613 x 78"W) 203 INFO 135.00 27,405 P3 Covered Parking,Stern 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"I @ 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 LSUM 25,000.00 25,000 TE 2.012.28-Add Telecom Rm to Parking P3 Canopy-Grade Beam @ Enclosed Perimeter(16"D x 78"W) 24 LNFT 135.00 3,240 TE 2.012.26-Add Telecom Rm to Parking P3 Canopy-Slab on Grade(6")@ Enclosed Area 64 SOFT 8.00 512 Building Entry Concrete-Scored 6,042 SOFT 10.00 60,420 Building Entry Steps and Ramp 330 SQFT 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 Watt @ Covered Parking-P3(Double Wythe) 4,878 SOFT 32.00 156,096 Coping Cap on top of Wall 355 LNFT - w/Above 0510-Structural Steel 216,800 Stand-alone Steel Trellis for Outdoor 86Q area,galvanised 9 TONS 10,000.00 94,000 Miscellaneous Steel,embedded items 5 TONS 5,750.00 28,750 Overhead Door Support Steel Frame S 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 41 concrete Els 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 TE2.012.28-Add Telecom Rm to Parking Canopy P3-HM Doors,Exterior 1 EA 825.00 825 7E2.012.28•Add Telecom Rm to Parking Canopy P3-HM Frames,Single 1 OPNGS 500.00 500 7E2.012.28-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&NW 5 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 10F 35 INFT 65.00 2,275 0991-Paint 9,000 Paint Scope 1 LSUM 9,000.00 9,0:11 Paint Hollow Metal Frames 5 EA - w/Above Paint Steel Bollards 46 EA - w/Above 1000-Building Specialties 1,350 FEB-Fire Extinguisher bra-ket•10e Fire Extinguisher 3 EA 450.00 1,35:' 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•T5-3 @ 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 P3 w/HSS tube stee'oNumns 1 LSUM 182,951.00 182,951 PEMB Canopy P2 East w/H55 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 co umns 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 2.012 213.Add Telecom Rm to Parking Canopy P3•Metal Panels to match PEMB 1 LSUM (180,000.00) (180,0001 2200-Plumbing 87,000 Domestic Water Distribut on @ 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 DF 1 EA 12,500 00 12,500 2600 Electrical 2,262,150 Site-MV Ductbanks(empty for Oncor) 130 INFT 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 incl controls 1 LSUM 251,847.00 251,847 Site-11g&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 (SUM 168,000.00 168,000 Site-Temporary Construction Power Infrastructure 261,341 GSF 0.38 99,310 Site•Haul•off own spoils 1 ISUM 22,464.00 22,464 Site-Trenching 810 LSUM 200.00 162,000 Site-Remove and relocate existing lightp rles(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 1E2.012.28-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 F II/M-:isture Cordition @ Concrete Paving 4.950 CY 30.00 148,500 Pad Prep at Parking Canopy P3 1 (SUM 65,000.00 65,000 HMAC Paving in.luding Crushed Limestone(8") 860 CY 45.00 38,700 I Geogrid @ HMAC Paving/Compact Subgrade 34,520 SOFT 5.00 172..600 I 3213-Site Concrete 1,121,285 fConcrete Paving(7") 149,300 SQFT 6 6S 992,845 Sidewalks(4") 3,53S SOFT 10.05 35,527 1. t orb&Gutter 1,714 LNFT 27 00 46,278 Misc Site Concrete(Curbs.Bases,bollards,etc.) 261.341 GSF 0.15 39,201 Fume 413 SOFT 18.00 7,434 3217-Pavement Markings 12,100 Fire lane Striping 2,365 LNFT 1.06 2,500 Pavement Marking f Sri ping-Parking Stalls 251 STALL 35.86 9,000 ADA Sign I EA 500.00 500 Concrete wheel:alp 1 EA 10000 100 3231-Fencing 77,800 Fencing-8'Chain i nk 900 LNFT 77.78 70,000 Fencing•10-Chain ink w!Barbed Wire 70 LNFT 85.71 6,000 Chain link Swing Gate 1 EA 1,800.00 1,800 3284-Landscaping&Irrigation 144,000 Irrigation System 1 LSUM 62,000.00 62,000 ---Cedar Elm 15 EA w/Above Eve's Neck ace 1 EA w/Above Seedless Desert Wil ow 7 EA w/Above Texas Redbud 3 EA w/Above andscap ng 1 LSUM 132,000.00 132,000 Trees w/Above -• Indian Hawthun 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 -Trailing Rosemary 931 EA w/Above G•ound 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 I LSUM 150,000.00 150,000 Storm Drain Improvements 1 LSUM 345,000.00 345,000 3311-SWPPP 25,603 SWPPP Startup&NO Permitting 1 LSUM 1,750.00 1,750 CISE Inspection Servces(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 Revegeta[ion Area for soil stabilization 5,000 SQFT 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 nterceptors 1 (SUM 300,000.00 300,000 2C•Warehouse-Foundations,P1MB,Interior Standout 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 lit 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 OP concrete steps gaivanited 24 LNFT 250.00 6,000 0810•Doors,Frames&HW 24,525 HM Doors Exterior S EA 825.00 4.125 HM Frames.Single 4 OPNGS 650.00 2,600 Door Hardware Allowance 4 SETS 2,500.00 10,000 Insta lation of Doors&HW 5 OPNGS 500.00 2,500 7E2.012 2C-Add Telecom Rm to Warehouse•HM Doors,Exterior 2 EA 825.00 1,650 TE2.0122C-Add Telecom Rm to Warehouse-HM Frames,Ohl 1 OPNGS 650.00 650 TE2.012 2C•Add Telecom Rio 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 Bol.ards 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+104 Fire Extinguisher 4 EA 200.00 800 Bird Netting at open covered storage 4,000 SQFT 5.00 20,000 1014-Building Slgnage 4,395 Code Required S gnage 19,300 GSF 0.15 2,895 Exterior Bulding 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,wl Dividers-WH-2 7 EA 2,071.43 14,500 C antilever 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 Wdth Reel Dispenser-WH•7 1 EA 1,000.00 1,000 General Storage Rack-WH-8 S EA 1,400.00 7,000 Bulk Storage Containers(Custom)-W H•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 Syster 10.070 GSF 15.39 155,000 Dry Pipe System IP Covered Storage 9,230 GSF • w/Above Demo Existing Dry Pipe System 1 LSUM - w/Above 2200•Plumbing 130,000 Domestic Water Distribution 13,300 GSF 2 33 45,000 Natural Gas 13,300 GSF 1 55 30,000 Plumbing Fixtures&Equipment 13,300 GSF 0.78 15,000 Sanitary Waste :3,300 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 8,313.33 50,000 Air Conditioning Unit @ Warehouse IDF 1 EA 12 500.00 12,500 2600.Electrical 556,563 Electrical Service&Distribution-Norma: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 ISUM 2C,847.00 76,847 Building Temporary Lighting and Power 19,300 GSF 055 10,615 low Voltage Pathways and backboxes 19,300 GSF 5.75 110,975 LighTONSing Protection System&Grounding loop 1 BUM 47,148.00 47,148 MEP&Mine Equipment Connections 19,300 GSF 3.75 72,375 Covered Storage Area-Lighting only 9,734 GSF 4.50 43,803 Fans 3-8,IS,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 ISUM 10,000.00 10,000 2831•Fire Alarm 55,005 Fire Alarm System 13,300 G5f 2.85 55,00S 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 20-Utility Shop-Foundations,PEMB,interior Buildout 3,750,399 0175-Final Clean 5,092 Final Clean 14,550 GSF 0.35 5,092 0330-Concrete 401,133 Grade Reams(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 2,75000 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 S:b 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 Mecellaneous Steel,embedded items 2 IONS 6,000.00 12,000 Overhead Door Support Steel Frame 11 EA 7,00000 77,000 Bollards 37 EA 650.00 24,050 Metal Stair and railings,21 rsrs each 2 EA 20,000.00 40,000 HRW•3,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 Meat E0 LNFT 150.00 9,000 GRW1,3 line steel guardrail 65 LNFT 275.00 17,875 0810-Doors,Frames&HW 110,725 HM Doors 28 EA 825.00 23,100 NM 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 TE2.012.2D-Add Telecom Rm to Utilities Shop-HM Doors,Exterior 1 EA 825.00 825 7E2 012.20•Add Telecom Rm to Utilities Shop-HM Frames,Single 1 OPNGS 500.00 500 TE2.012.20-Add Telecom Pm to Utilities Shop-Door Hardware Allowance 1 SETS 2,50000 2,500 TE2.012.2D-Add Telecom Rm to Utilities Shop•Instal ation of Doors&HW 1 OPNGS S00.00 500 0833-Overhead Doors 275,000 Overhead Coiling Doors,12x16(power operated) 11 EA 25,000.00 275.000 0841-Glass&Glating 1,000 Interior Storefront 50 SOFT 20.00 1,000 0929-Drywall&Framing 123,380 Standard Interior Wall-Framing and Drywal. 23,609 SOFT 5.14 121.380 Rated Interior Wall-Framing and Drywa 1,410 SOFT • w/Above Painted Gypsum Ceiling 400 SOFT - w/Above In-Wall Blocking 1 ISUM 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 ISUM 95,000.00 95,000 PT-1--Gypsum Ceilings 400 SOFT - w/Above PT-2--Interior Walls 24,651 SOFT - w/Above PT-5--Exp:sed Ceilings 11,700 SOFT - w/Above Paint Steel Bollard. 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•lOtl F re Extinguisher 6 EA 200.00 1,200 FCC Semi Recessed FE Cabinet+104 Fire Extinguisher 6 EA 1,030.00 6,000 FRPI FRP Wall Panels at Restroom Walls 247 SOFT 12.50 3,088 CG2 Corner Guards 9 FA 45.00 405 TA-1 T OIL EI 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 TAi4 SOAP DISPENSER,OFCI 1 EA 35.00 35 TA-SA 18"GRAB BAR 1 EA 65.00 65 TA-5B 36"GRAB BAR 1 EA 85.00 85 TA-SC 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 S 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 t abinet-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 Wi'e Rack WS-11 1 EA 1,500.00 1,500 Sp41 Contairment-WS-12 1 EA 1,500,00 1,500 Welding Fume Exhaust Capture i 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 12 EA 1,720.00 17,200 Tool Storage Cabinet-WS 5 1 EA 2,466.67 7,400 Lockable Desk-WS.6 I EA 3,000.00 3,000 Slatwall Mounted Storage-W5-7 2 EA 9,250.00 18,500 Media Reel Rack.WS-8 1 EA 500.00 500 1334-Pre-Engineered Metal Building 649,30S Pre-Engineered Metal Build ng 1 LSUM 639,305.00 639,305 Sealing additional MEP Penetration. 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 Un t 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 @ Ut lily Shop IDF I EA 12.500 00 12,500 Air Curtain 4 EA 6,250.00 25,000 Diffusers,Registers&C rilles 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&Distribut cm-Norma Power 14,550 GSF 5.95 86,573 Electrical Service&Distribut on-Emergency Power 14.550 GSF 1 55 22,553 lighting and General Power 14,550 GSF 9.00 130,950 Lighting Fixture Package ind control 1 LSUM t9,349 00 39,349 Building 1 emporary lighting and Power 14.550 GSF 1 00 14,550 low Voltage Pathways 14,550 GSF 8.00 116,400 ligh1ONSing 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 km&M ni Split 1 LSUM 10,000.00 10,000 2831-Fire Alarm 41,530 Fere Alarm System 14,572 GSF 2.85 41.530 3100-Earthwork 11,500 Import 4.-6"of Select Fill @ Building Pad 230 CY 50.00 11,500 2E-Main Building Expansion 16,208,959 0175 Final Clean 15,258 FinalClean 43,595 GSF 0.35 15,258 0330-Concrete 815,238 Grade Beams(30"Dx 18"W) 1,126 LNFT 150.00 163,900 Pier Caps 73 EA 1,100.00 80,300 Slab on Grade(5")(copy) 25,417 SOFT 6.00 152,502 Under slab 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 15,00000 15,000 Misc Concrete Coordination 43,595 GSF 2 D0 87,190 Sawcutting,removal.haul-off for foundations in ex sting pay ng 22,838 SOFT 2.75 62 805 Piers @ Main Building 314 vLNFT 425.00 133,450 Piers @ Outdoor BBQ Steel Trellis 11 EA 2,200.00 24,200 0335•Polished Concrete 54,264 Joint Filler 1,350 LNFT 2 S5 3,442 Sealed Concrete 2,870 SOFT 1.10 3,157 Polished Concrete Level 2,low sheen,400 grit 11,837 SQFT 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 SQFT 0.55 6,510 0420-Masonry 244,768 Exterior 3 S.8 CMU BkKk 7,084 SOFT 32.00 226,688 4"CMu Wall @ Exterior Sta r 565 SOFT 32.00 18,080 Coping Cap on top of Wall 650 LNFT - w/Above 0510•Structural Steel 2,210,900 Structural Steel Fram.ng 203 TONS 6,000.00 1,218,000 Meta Decking,L2 SOMD 23,400 SOFT 10.00 234,000 Roof Deck rig 31,200 SOFT 10.00 312,000 Miscel aneous Steel,embedded Items 8 TONS 6,000.00 48,000 Overhead Door Support Stee Frame 4 EA 7,50O.00 30,000 Overhead Stee for Operable Partitions 32 EA 500.00 16,000 Overhead Toi et Partit on Supports 80 INFT 500.00 40,000 Lavatory Countertop Support Steel 56 LNFT 350.00 19,600 CMU wal head supports 67 EA 400.00 26,800 Demo exist rig steel trellis at West Tie•in 1 LSUM 8,000.00 8,000 Balcony Railing at monumental stair overlook,3 Form Infiti w/M Ilwork 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 Star and railings 28 RSRS 3,000.00 84,000 TE 2.007-Revised Egress Stair Railings-Egress Stair,Concrete Pan Filled w/Landings 8 Handrail 28 RSRS 3,500 00 98,000 0620-Millwork 319,335 Restroom Base Cabinets•PL2 65 SOFT 575.00 37.375 0reakroom Base Cabinets-PL2 168 SQFT 325 00 54,600 0reakroom Upper Cabinets-PL2 252 SOFT 240.00 60,480 3Form Panel Infill @ Stair Overlook-SRPt 712 SOFT 175.00 124,600 Restroom Countertops-SSW 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 INFT 142 86 10,000 Fluid Applied Air Barrier 22,685 SOFT 5.07 115,000 Interior E1 Cover Assembly @ Building Tie-in 196 MIT 127.55 25,000 Polyurethane Sealants 1,700 LNFT 588 10,000 SeLNFT-Adhered Flexible Flashing 7,579 (NIT 2 64 20,000 1"Polyisocayanurate Board Insulation 18,310 SUIT 4.37 80,000 Firestop Sealants 515 LNFT 2913 15000 0740-Roo0ng 887,945 Standing Seam Metal Roof,24ga 29,115 SOFT 3rm S0 887,945 Downspouts 525 LNFT - w/Above Rooftop Gutters 590 IN'T • w/Above 0742-Metal Panels 597,760 Exterior Metal Wall Panels,24ga 4,300 SOFT 33.00 353 400 Soffit Panels,22ga 5,960 SW- 41.00 244,360 0781-Fireproofing 108,000 1-Hr Intumescent fireproofing @ Exposed Mrmbers 1 l5t.M .,1:el:00 52,000 1•Hr Sprayed Applied Fireproofing 8 48; SQf' 6 60 56,000 0810-Doors,Frames&HW 407,825 lIM Doors 9 EA 825.00 7,425 HM Frames,Total Three Sided 40 EA 650.00 26,000 HM Frames,w/Sidertes 50 EA 2100.00 105,000 Wood Doors•Single.Pt-2 Finish 86 EA 650.00 55,900 Interior Hollow Meta Wind:w Frames 12 EA 750.00 9,000 Door Hardware Allowance 90 SETS 1,500.00 135,000 Insta8uTon of Doors&HW 9S OPNGS 500.00 47,500 Auto Operators 2 EA 3,500.00 7,000 Budget Temp Extermr 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 I0 LEAF 6,300.00 63,000 1-Hr Fire Rated Storefront System 596 SOFT 528.52 315 000 Enter or Storefront 638 SOFT 62 70 40:00 Punched Openings 1,802 SQFT 59.38 107 000 Horizontal Sunshades 216 LNFT 277,78 60,000 -ntenor Storefront 354 SOFT 42.37 15,000 Fu Height Mirror @ FiTONSess Room 105 SOFT 23 81 2,500 Frameless Wall Mounted Mirror 117 SOFT 21 37 2.500 Door Vision Liles 2 531 SQFT 17 78 45,000 Glass Railings at Monumental Stair 78 [NIT 650.00 50.700 0929-Drywall&Framing 1,070,000 Standard Interior Wall-Framing and Drywal 64,759 SOFT 16.21 1,050,000 Cold Formed Metal Framing 49,700 SOFT w/Above Rated Inter or Wa -Framing and Drywall 5,090 SOFT w/Above Pa rated Gypsum Ceil ng 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 SQFT 16.45 5.000 Tile Backsplash-TL3 628 SOFT 29 46 18,500 Tile Wa t-RI 3,857 SOFT 17 24 66,500 Tile Wal-TL2 385 SOFT 50.65 19,500 Schluter Crites'snide and outside corners 93 EA 26.88 2,500 Schluter Dile.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-AWPI/AWP2/AWP3 425 SOFT 4706 20,000 Wood Veneer Panels-AMC 1 2,600 SOFT 65 38 170,000 0965-Resilient Flooring 237,000 Carpet Tile,24"x24"-CPTI 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-RBI 4,560 LNFT 2 41 11,000 Rubber Base,6"H•RB2 1,200 LNFT 3 33 4,000 Resilient Athletic Flooring RAFt 1,700 SOFT 36.47 62,000 Rubber Base-RBR 135 LNFT w/Above 0991-Paint 258,595 Paint Scope 1 LSUM 214.o'l i.ii' 215,000 PT-I--Gypsum Ceilings 4,000 SQFT w/Above PT-2--Interior Walls 119,459 SQFT w/Above PT-5• Exp-sed Ceilings 8,750 SQF! w/Above PT-2- Interim Walls 90 EA w/Above Misc.Paint 43,595 GSF :00 43,595 1000-Building Specialties 327,815 DMB•Dry Erase Markerboards,up to B'h gh AI F 1,537 SOFT 75.00 115,275 Toilet Compartments-ADA 6 EA 2,000.00 12,000 Toilet Compartments-Standa-d 11 EA 2,000.00 22,000 Toilet Compartments•Urinal S_reen 4 EA 650.00 2 600 CGl-Corner G,.ards 216 EA 45.00 9.720 End Wall Guard,(Stainless) 8 EA 450.00 3,600 TA-1 TOILET TISSUE(ROLL)DISPENSER,0,0 17 EA 35.00 595 TA-2 PAPER TOWEL(ROLL)DISPENSER, OF(I 6 EA 35.00 210 TA-3 WASTE REt EPTACLE,DEC 6 EA 35.00 210 TA-4 SOAP DSPENSER,OFCI 6 SETS 35.00 210 TA-5A 18"GRAB BAR 6 EA 65.00 390 TA-5B 36"GRAB BAR 7 EA 85.00 595 TA-SC 42"GRAB BAR 7 EA 95.00 665 TA-SD TWO WALL SHOWER WAIL GRAB BAR 4 EA 365.00 1,460 TA-5E 18"VERT.L AL 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$MIRROR,24-x 48` 18 EA 400.00 7.200 TA-9 TO LET STALL HOOK 21 EA 25.00 525 TA-li SHOWER CURTAIN ROD 8 EA 65.00 520 TA-11 SHOWER(.URTAIN 8 EA 50.00 400 TA-12 Folding Shower Seat 2 EA 355.00 710 TA•l3 Soap Dish•w/File -EA - TA-14 Robe Hook 8 EA 15.00 120 TA-15 Diaper Changing Station 2 EA 1,000.00 2,000 TA-16 Custod al Utility SheLNFT 1 EA 350.00 350 TA-17 Custodial Mop and Broom Holder 1 EA 500.00 500 Fire Extnguisher and Cabinet S EA 1,000.00 5,000 Fire Extinguisher w/bracket only 10 EA 200.00 2,000 Metal L::ckers wlbullt 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 Partit on 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 2000 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 N atural Gas 43,595 GSF 0.34 15.000 Plumbing Fixtures&EQ.,ipment 43.595 GSF 5.53 241.000 Sanitary Waste 43,595 GSF 7 11 310000 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 FA • 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 3,50000 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 inci 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&Mist Equipment Connections 43,595 GSF 4.75 207,076 Refed Ex Dist Board in Office from New MSB 1 LSUM 119,320.00 119,320 TO 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" t Building Pad 3,380 CY 30.00 101,400 import 4'-6•of Select Fill @ Building Pad 3,040 CY 50.00 15I,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`1= MENSI L PHELPS S;6r2026 Pt.aa.11114,01 Bob Bennett Complex GMP Rev-1 Estimate Report Phase S 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 273,000 213,000 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 - 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 Fuel Island 626,800 626,800 1111.8 Vehicle Wash Bay Equ pment 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 Mechanica- 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 Utilites 364,000 364,000 3311 SWPPP 13,000 13,000 9900 Allowances • Subtotal $5,251,884 SS,251,884 GENERAL CONDITIONS General Conditions WI Phase 2 C cneral Requirements w/Phase 2 INOIRECTS&RESERVES Contractor's Bonds .v/Phase 2 Subcontractor&Supplier Bonds w/COW Builder's Risk Insurance sv/Phase 2 General liability Insurance w/Phase 2 CM Contingency w/Phase 2 Owner Betterment .v/Phase 2 FEES Contractor's Fee a/Phase 2 Total 1 ( $5,751,884 IMZI HENSEL PHELPS 8/6/2025 arab Irlla Mrrltr Bob Bennett Complex GMP Rev-1 Estimate Report Phase 5 Detail Bid Package Name Quantity UOM Unit Cost Total 5A•Fue•(F(&Wash(WJ Bays 5,251,8114 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 500 15,000 Fuel Island Canopy,Perimeter Footings(4'x4'a2-6"( 2 EA 2,250.00 4,500 Fuel Island Canopy,Perimeter Footings(6'.4".2'-6"I 7 EA 1.50000 17,500 Fuel Island Canopy,Slab on Grade(6")Ind dry shake hardener and uncle rslab vapor barrier 3,000 SQFT 7.75 23,250 Fuel Island Canopy,Spread Footings(6'.6'x2'.6") 3 EA 2,750.00 8,250 Wash Bays,Grade Beams(30"0.16"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'v2'-6") 4 EA 2,250.00 9,000 Wash Bays,Slab on Grade(6")Ind dry shake hardener and underslab vapor barrier 7,400 SQFT 7.75 57,350 Wash Bays,Spread Footings(6'x6'r2'•6"( 1 EA 1,850.00 1,850 Wash Bays,Vehicle Wash PR 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"CMLI Block 7,800 SOFT 35.00 273,000 0510•Structural Steel 403,57S Roof Framing at wash bay 37 TONS 8,250.00 301,125 Roof Decking at wash bays 8,150 SQFT 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 S 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 1,75000 8,750 Installation of Doors&HW 5 OPNGS 50000 2,500 0833-Overhead Doors 19,500 Overhead Coiling Ooor,Equip Room,I0x10(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 IA-1 TOILET TISSUE(ROLL)DISPENSER,OFCI 1 EA 35.00 35 TA-2 PAPER TOWEL(ROLL)DISPENSER,OF CI 1 EA 35.00 35 TA-3 WASTE RECEPTACLE,OFCI 3 EA 200.00 600 TA.4 SOAP DISPENSER,OFCI I EA 35.00 35 TA-SR 36"GRAB BAR 1 EA 65 00 65 TA-SC 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 Fife Extinguisher w/bracket only(copy) 1 EA 3500 35 1014-Building Signage 2,100 Room lD Signs 4 EA 150.00 600 Exterior Building Signage.Wash Bay I EA 750.00 750 Exterior Build mg Signage,Fuel Canopy I EA 75000 750 1111.A-Fuel Island 626,800 Backfill Material t LSUM /600.00 7,600 Barricades/Fencing/Eror:on Conti. 1 [SUM 1500.00 1.500 Canopy&Canopy Instal Aloe 1 (SUM 95,000.00 95,000 Crane Service 1 LSUM 6,50000 6,500 Demo&Removal 1 (SUM 1,000.00 1.000 Equipment Start-Up Travel,Mileage and labor 1 ISUM 6,000.00 6,000 I rel Electrical labor&Materials 1 LSUM 83.000.00 83,000 F.relmaster Cloud Based Fuel Management System 1 LSUM 25,000.00 25,000 Gasboy Dispensers 1 LSUM 55,50000 55,500 Heavy Equipment Requited for installation 1 [SUM 17,000.00 27,000 Hose/Nozzle/Swivel Assemb4es 1 LSUM 6,000.00 6.000 Installation Travel,Mileage and Labor I LSUM 125,000.00 125,000 OPW Island Forms 1 [SUM 6500.00 6.500 Permitting 1 [SUM 1,900.00 1.900 Pipe Fittings 1 LSUM 1.500.00 1,500 Sails Haul Off 1 ISUM 3.000,00 3,000 Sumps&Hardware 1 :SUM 3.100.00 3,100 Tank&Tank Freight 1 LSUM 120.000.00 120,000 Tank Pipe Fittings t LSUM 1,200.00 1,200 Tank Vaves/fittings/Hardware 1 LSUM 35,000.00 35,000 tank/t re/leak Detector Testing 1 LSUM 1,000.00 1,000 Vedeer Root TLS4SOPLUS ATG 1 (SUM 24,500.00 24,500 1111.E-Vehicle Wash Bay Equipment 715,632 Wash Bay Equipment Allowance 3 EA 238,544.00 715,612 2100-Flre 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 UM; 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 Genera:Power 8,000 GSF 12.00 96,000 lighting Fixture Package intl Contra.s 1 LSUM 44,245.00 44,245 MEP Equipment Power&hookups 1 LSUM 15,000.00 15.000 Building Temporary Lghting and Power 8,000 GSF 1 00 8.000 Low Voltage Pathways 8600 GSF 5.00 40,000 Lightning Protection System&Grounding loop 8.000 GSF 1.25 10,000 Site-MV Ductbanks(empty for Oncor) 250 CUFF 490.00 122,500 Site-Comm Ouctbanks(empty for Provider) 250 WFT 490.00 122,500 Site•Secondary Service Feeders&Pathway 130.000 GSF 1 OS 136,500 Site•Parking lot Lighting Circuits 130,000 GSF 0.26 33,800 Site•Parking tot Light Fixture Allowance intl contro i 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 Hari-off own souls 1 LSUM 23,034.00 23.034 TE2.010-Phase S Gate Modif cations-Site-Power&Security for gates S 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 3000 67,200 TE 2.010-Phase S Site Modifications-North Rd Transition - - w/below TE 2.010-Phase S Site Modilications-Remove and haul-oft existing 4,500 SOFT 15.00 67.500 TE 2.010-Phase 5 Site Modifications-Excavate&Recompact 12•'General F'/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 S Sae Modifications•Smith Entrance - - w/below TE 2.010-Phase S Site Modifications-Remove and haul-off existing(copy) 3,000 SOFT 15.00 45,000 TE2.010-Phase 5 Site M:-ddications-Excavate&Recompact 12"General Fd/M 4sture Condition to Concrete Paving(coo,i II CY •3000 3,330 TE 2.010-Phase 5 Site Modifications•Crushed bate(copy) 74 CY 45.00 3,310 3213-Site Concrete S71,378 Concrete Paving(8") 60,220 5Q1 t 7.90 4/1,738 Cutts&Gutter 930 LNFT 800 1,440 Marc Site Concrete(Curbs,Bases.etc.) 130,000 GSF 0.15 19,500 II 2.030-Phase 5 Site Modifications-North Rd Transition - w/below TE 2.010-Phase S Site Modifications-Concrete Paving 7'at North Rd 4,500 SQf T 7.90 35,550 TE2.010•Phase S Site Modifications-Curb B Gutter 250 LNFT 27.00 6,750 IL 2.010-Phase 5 Site Modifications-South f nbance - w/below TE2.010-Phase 5 Site Modifications-Concrete paving 7' 3,000 SQF 1 7.90 23,700 TE 2.010•Phase S Site Modihcations-Curb&Gutter 100 MIT 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 5 LA 28.000.00 140,000 Fencing-8'Chain Link 1,060 LEOT 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 GU' 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 I- MENSSL.PHEW PS 8/6/202S Krt.situ.Mr late. Bob Bennett Complex GMP Rev-1 Estimate Report Phase I 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 Mechan.cal 2 079 2,079 2600 Electrical 4,150 4,150 2831 Fire Alarm 3100 Earthwork • - 3213 Site Concrete 3217 Pavement Markings - 3231 Fencing 1,000 1,000 3284 Landscaping&Irrigation - 3300 Site Ut.hies . 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 R .1; 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 Contract:•'s Fee w/Phase 2 Total I 1 $110,274 I:=1 HENSEL PHELPS 8/6/2025 ' Fru. ax 14 mum, Bob Bennett Complex GMP Rev-2 Estimate Report Phase I Renovation petal 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 gale Pourback Paving at Old loop SO 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 5awcut Concrete Paving at New loop 100 LNFT 25.00 2,500 TE 2.011-Level 2 Leak Mitigation-Sawcul concrete landing for trench drain and remove 20 SOFT 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 SOFT 35.00 1,750 TE 1.008.05 Women s Mud Room-Sawcul 506 75 LNFT 25.00 1,875 0620-Millwork 26,000 TE 1.008.14•Prov de wardrobes at corridor-7'high Wardrobe,2'deep 50 LN17 520.00 26,000 0727•Waterproofing 667 Self•Adhered Flexible Flashing 5 LNFT 10.00 50 TE 1 008.08 Address surface crack,-Pat,h crack exposed i• ,orrid_r ar d at control omt 100 LNFT 2.67 267 TE 1.008.08 Address surface(rack: Retool and replace sealant 100 LNFT 3.50 350 0810-Doors,Frames&HW 1,500 TE 1008.03 Modify existing personnel gate Panr'Hardware 1 EA 500,00 500 TE 1,008.03-Modify existing personnel gate P ales to prevent exterior a.Less 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 SOFT 18.00 324 0929-Drywall&Framing 2,750 TE 1.008.06 Women's Mud Room-Inter or Partition 100 SOFT 8.00 800 TE 1.008.06 Women's Mud Ro.-.m Partra demo&patch exist ng drywall cegirg/wali for new f shire and watt tie•ir 1 ISUM 1,000.00 1,000 TE 1,008.17•Water Meter Rm Remove and replace drywall 100 SOFT 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 SOFT 2.81 281 TE 1.008.06-Women's Mud Room-Tape,float,paint patched walls/ceilings 1 ISUM 150.00 150 TE 1.008.17-Water Meter Rrn-Tape,float&Finish drywall patch 100 SOFT 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 SOFT 3.75 1,125 1000•Building Specialties 10,925 TE 1.008.15-Bird Netting at existing dock 2.185 SOFT 5.00 10.925 2100•Fire Protection 5,000 TE 1.008.04•Add acoustical clouds at Crew Area•Rework fire protection 1 ISUM 5,00000 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 ISUM 800.00 800 TE 1.008 06-Women's Mud Room-New drain body and grating 1 ISUM 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&t Existing Exterior Stair 25 LNFT 20.00 500 Trench Drain g 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 ISUM 150.00 150 TE 1.008.17-Water Meter Rm-Rerun wiring to existing switches I 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 I 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 ISUM 1,000.00 1,000 Subtotal $110,274 • -20, or arty -- - £J000 Phew 7 Caftan..Slit 00 OF3.p2S •Poo Camm.r,v< .I MOO _ [Mr 7.O.L VO•cr.M 0 0FSw7s 2J-0.t-IS -Roo 7.4w a taar.Lrvn • • ....•l•5.,..ul.*. 4 v..Me. ... --.__ ..._..._- ,Sae 014.43 0.-Mare a V,lO arr.7•s,r.r.vl a•••re..w.ee. • 03,10 '.MPS-Col 44(erpmne - OSt}1a,.70 14M•IL �ow.v s.4.lLVsryw.ro .S1A _Poe S Conoco.Sun.... • 00 1}y.2e .wr 5<mvvt,wn Su, a11.0 or 1.D,.a..a...w,_. _ _- .. .- ase' ta.ra.. ....1arwle Roo 7.4...l a raven V110 Or 5•S,rv.tv.I I.e..•t.fart.. .5. 70.Mr.]. _ 114400 M•e•1.1 POLO.a a..r..L....e. •1110 ....5....le.....y., a'll ae•50.10 2...s.1e Pose S..IMa a[..a.. •S05O Par 70....Laver m l..l .N •0..•20...•tore. 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Cityof Round Rock Bob Bennett Complex- Current ♦ MilestonesRevl n•,n•ss Dana I Data Nate ia.3und5 p HP Pro1.01 10 Ho.7024205 I Region God.:HP•700I HENSELPHELPS Phase 2,3&4 IN Progress P"',Summary vH0H.001,.171Pespn canTemder.j Nun.,BY.Philp 000.2 iJO Build Mlaagr Phases2&5 Critical Page 3 a 3 Pages BOB BENNETT-SITE PHASING PLAN 06.24.25 i I�i1f a.:ice "1 ' 1�iat�r4liN� tr ' I ' r i X. \_� F"• .0..r•r t t 1 .i4,`jG p b..� �/ �ij �.. u.n.erua wam�o'.rS.� _ a I: Sf I / It__ i - r oaou memo s is _ 3 o- •••••gym ...° # / __ i , m gg \ • ate.---•— — -- .. j - t. • [AREA t-SEPT IS-DEC 12 s N ;■§, \\ ''! itligaimmosiMill I i + m"� I frAREA2•SEPT29-DEC26j \—� i. `AREA4t OCT 20 JAN 231 � \ .�9. ': -- . :c $� � . C! 11, . _ - 811 KM... S b•bw. 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14 Thu.Mar 26.2026 Tue.Feb 24.2026 -3ib Sector 5A B 0810-Door,Frames&Hardware 2 07 95%CD Buildout Mon.Oct 27,25 Thu,Nov 27.25 14 Thu.Mar 28.2026 Wed.Jul 01 2026 97 Sector 28 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 12.2026 Sat.Mar 28.2028 44 Sector 2E A 10929-Drywall 2.10 95%CD Buildout Mon,Oct 27.25 Thu.Nov 27,25 7 Thu.Feb 05.2026 Wed.Aug 05.2028 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 ' 9• 5%CD Buildout Mon,Oct 27,25 Thu.Nov 27,25 , 21 Thu.Feb 28.2026 Wed.Aug 05.2026 160 Sector 2C C 0991-Painting 2.13 9• 5%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 I. 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 2B 0 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 0 100'0-Building Specialties 2.14 95%CD Buildout Mon.Oct 27,25 Thu.Nov 27,25 ' 26 Thu,Apr 09.2026_4 Wed.Aug 05.2026 118 Sector 5A 0 1000-Building Specialties 2.14 95%CD Buildout Mon.co 27.25 Thu.Nov 27.25 26 Thu,Apr 09.2026 Wed.Sep 23,2026 167 Sector 28 D 1014-Signage 2.15 95%CD Buildout Mon.Oct 27.26 Thu,Nov 27.25 28 Thu.Apr 09.2026 Tue.Apr 21 2026 12 Sector 2C D 1014-Signage 2.15 95%C-D 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,Apr09.2028 Wed,Aug 05.2026 118 Sector 5A 0 1014-Signage 2.15 95%CD Buildout Mon.Oct 27.25 Thu.Nov 27.25 2a ^ 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.Apr09.2026 Wed.Aug 05.2026 118 Sector 2B 0 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 0 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,Mar05.2028 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 ash 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 1.02 95%CD Buildout Mon.Oct 27.25 Thu.Nov 27,25 21 Thu.Apr 02.2026 Wed.Jun 10.2026 69 1.03 95%CD Buildout Mon.Oct 27,25 Thu.Nov 27,25 _ 14 Thu.Mar 12.2026_ Wed.Jul 29,2026 139 1.04 95%CD Buildout Mon.Oct 27.25 Thu,Nov 27.25 14 Thu.Mar 12.2026 Wed.Mar 18.2026 6 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.fob 10,2026 19 0 'age 2 Date Printed:8/3/2025 Bob Bennett Complex p,,.p HENSEL PHELPS Design Assist/Early Procurement Plan soil! M3+1;r 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 revews,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. 11Page March 11,2025 Bob Bennett Complex i HENSEL PHELPS Design Assist/Early Procurement Pies guild Maaage Design Parameters Needed for Bidding by 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 buitts 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 wksj 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 HENSEL PHELPS Design Assist/Early Procurement Plan ea is Manage 4. Fire Alarm-Delegated Design a. Existing system b. Submittals and as-builts 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 PEMS, 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 Does 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 6wks June 26, 46 wks May 14,2026 June 17,2026 2025 2025 XFMRby 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 Alt 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 R 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,1 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,1 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 t+ 7. __ —, :.. — yam' • /s},t j t •T;- o tint- .... -_ "-' -. .J+_....:.:'a ..r��=.._ :. -± ��1 L. t r?�i i _ I h"'•r -�`�� - 'gait t �«.- •yam I i - =` Lori i a-=- .... .' 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Z fl I I I I l I n —L. ---- • °1 J J ...r.,....�e••�• -1 i Onron.NY SITE PLAN al 0 SITE RAN Oger- - i CS 'DO � A IL A i � EO•7S• 0 0: 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 00/100DOI tars ($ 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, Ill,and IV, Round Rock,.TX __ V /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 006I0 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 Bradle D. Win:•. Vice President Kelly T. Urwiller,Attorney-in-Fact Printed Na , Printed Name By: i ' - _ By: _ _ !• 1g3f-- Title: V'�ff ident Title: Att me n-Fac t Adidiar7. Cross Park Drive_ _ """Nx, Address: On ower Square Austin TX 78754 ; 0..pN.ELP Co'"1r Hartford,CT 06183 9 :G �`.•`'y p.ND SCE �,'''a Resident Agent of Surety: . J4,�■4: 1, c��. -:„,„: , , F��.,. If O '4 ...kb 20, t J:� O. ,g,./4S"c 1.ft a : 0, Signature y,,'1RE • _ t •to.� GO , w. %.�,... Bridgette S. Jackson %,-*.•,. ;.•' Printed Name �''.•',';?bb *•,,•,'. 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 Afiil. 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 duty 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 Attomey(s)-in-Fact to s gn. 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 ",03"44%. "4* eati • State of Connecticut By City of Hartford ss Robert L Rene 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 authonzed so to do. executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duty authorized officer. IN WITNESS WHEREOF,I hereunto set my hand and official seal �� 4 �/ ��// NOIAM ' My Commission expires the 30th day of June,2026 . «� 'j � �, 0T'O Anna P Nowik.Notary Public This Power of Attorney is granted under and by the authonty 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 authonty 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 forego rig 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) duty 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 appo-nting 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 Compan;es, do hereby certify that the above and foregoing is a True and correct copy of the Power of Attorney executed by sa d Companies,whi%cgmains in full force and effect. Dated this day of •°•JP�1 Y A/yU °% sw .H COrvORD �' ) aa�' Kevin E.Hughes,Asscretary To verify the authenticity of this Power ofk br7me$Pleb .411 us at 1-800-421-3880. Please refer to the above-named At orney(s)-in-Fad and the det;iik fehel3ond to which this Power of Atto ney is attadred. Bond No: 1082928 l0 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 Fight Hundred Twenty-One and 00/100 Dollars (a 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, Ill, 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 I 00620 7-2009 Pay mcnt 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. Winai Vice President Kelly T. Urwiller,Attorney-in-Fact Printed Name �' Printed Na e By:. " 4— By: Title: Vices dent E,Pkr�p‘t1 Title: A orn -in-Fact Addr� Cross Park Drive 5•,..•••.., S�,'' ddress: O Tower Square Austin TX 78754 ;�: �'OAA__ '••Q t Hartford,CT 06183 7A a�i /' a 9"1 C � ,,,,p.nv..rr„n / 0 �`' 'I p�. qhi Resident Agent of Surety: ib rr' 9 • ':'ti% •`,.%!,,(......�, , ,8E' , 4f.lic4,e¢Lt t,tg9E......:i7_ i Rp ,��? Signature . __. . .N 1 CONAN :a Bridgette S.Jackson 1,--CC.):, : . Printed Name ''.J'�•.''•••• ••''. r`,�� 1301 E. Collins Blvd, Ste 111 C_ Street Address Richardson,TX 75081 Page 2 00620 7-2009 Payment Bond 00090656 Travelers Casualty and Surety Company of America �► 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 duty 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 Urwtller of GREELEY Colorado their true and lawful Attomey(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. tata coot eoorw a 1. n"'arso • 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 authonzed 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 obs IN WITNESS WHEREOF,I hereunto set my hand and official seal . w a:4.4�,/�" .N �1.Or� My Commission expires the 30th day of June,2026 . POU" 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 Sen or 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 Vce 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 beanng 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.wt� 1 ffltfit'reij4 full force and effect. rse p,J Y Dated this day of r v- • 's, (7) (" ) • ; eh . .a Kevin E. Hughes,Assi tent Secretary To verily the authenticity of this Power ofAttt±dYnelplfi dal us at 1-800-421-3880. rn Please refer to the above-named Attoey(s)-In-Fact and the details o the bond to which this Power of Attorney is attached. ACCIRD DATE(MM/000'YYY) EVIDENCE OF PROPERTY INSURANCE 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 1+70)356-0123 COMPANY (MC No.EMI, Flood and Peterson Zurich American Insurance Company PO Box 578 8734 Payaphere Circle Greeley CO 80632 Chicago IL 60674-8745 A/CNoj`9 sic /Eio MAIL ss. kurwiller(afloodpeterson.cot COOS SUB CODE: AGENCY 00001310 CUSTOMER ID/. INSURED LOAN NUMBER POLICY NUMBER Hensel Phelps Construction Co. THD Southcentral Region EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 8326 Cross Park Dr Per NTP f x I 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 P1, 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 6 Addl Insured City of Round Rock LOAN 11 221 E. Main Street Round Rock, TX 78664 AUTHORIZED REPRESENTATIVE Kelly Urwiller RWIL 41str kAv.of ACORD 27(2009112) ©1993-2009 ACORD CORPORATION. All rights reserved. INS027 (200912)02 The ACORD name and logo are registered marks of ACORD AcoRL® CERTIFICATE OF LIABILITY INSURANCE OATS(MMAIJ/YYW) ‘.....---- 06/07/2025 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 pollcy(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).y�� t.cAv PRODUCER TACT Denise Hill-Holiigan NAME: Flood and Peterson PHONE (970)358-0123 FAX (970)330-1867 l(A/C No.Eel). (Al;No): PO Box 578 EMAIL Dhillholliganttfoodpeterson.com ADDRESS. INSURER(S)AFFORDING COVERAGE NAIC 1 Greeley CO 80632 INSURER A Zunch American Insurance Company 16535 INSURED INSURER B: Amencan Zurich Insurance Company 40142 Hensel Phelps Construction Co INSURER D American Guarantee and Liability Ins Co. 26247 Southcentral Region INSURER D XL Insurance America,Inc. 24554 8326 Cross Park Dr INSURER E: National Fire 8 Marine Ins.Co. 20079 Austin TX 78754 INSURER F, Steadfast Insurance Co. 26387 COVERAGES CERTIFICATE NUMBER: X26 55M LIMB/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. NUMBER MM AWOL SUB) POLICY EFF POLICY ERIS YY LTR TYPE OF INSURANCE INSD YVVD POLICY ( rD0NYYYI (MMIDOlYYY13 LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 6,000,000 DAMAGE TO RENT bD 500,000 CLAIMS-MADE I XI OCCUR PREMISES(Ea aarrence) $ MED EXP(Any one person) S A GL0369726420 01/01/2025 01/01/2028 PERSONAL rsADV INJURY s 6.000.000 GEN'L AGGREGATE LIMIT APPLIES iPER GENERAL AGGREGATE S 10,000,000 POUCY El 78 I I La 10,000,000 PRODUCTS-COMP/OP AGG S OTHER S AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT $ 5,000,000 (Ee accident) X ANY AUTO BODILY INJURY(Per person) S A OWNED +SCHEDULED BAP369726120 01'01.2025 01/01/2026 BODILY INJURY(Per acodem) S AUTOS ONLY AUTOS HIRED NON•OWNED PROPERTY DAMAGE 3 X AUTOS ONLY X AUTOS ONLY (Per awderit) S X UMBRELLA LIAR XOCCUR EACH OCCURRENCE $ 10.000.000 C EXCESS LAB CLAIMS-MADE AUC928038423 01.01I2025 01/01/2026 AGGREGATE $ 10 000,000 OEO RETENTIONS (Addfl Limits Attached) a WORKERS COMPENSATION Ndel PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER B ANY PROPRIETOR/PARTNER/EX NIA WC369726521 01:C1+2025 01/011202b E L EACH ACCIDENT $ 2 000 000 OFFICER/MEMBER EXCLUDED 2 000 000 (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under 2 000 000 DESCRIPTION OF OPERAT ONS below E.L DISEASE POLICY LIM T $ Each Occurrence 825.000 000 Professional and Pollution F Liability E0C937461721 01r01.2025 iAt/01/2026 Aggregate $25 000 000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) (Job f1.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 Wfaiver of subrogation applies where requ red 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 I i2,1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC 8: ACORD ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Flood and Peterson Hensel Phelps Construct on 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 nc Umbrella US00095537LI25A$15,000 000 Each Occurrence/Aggregate 3-C)Amencan Guarantee and Liability Ins Co.AEC422694505$15,000 000 Each Occurrence Aggregate 4-E)Nationa 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 POUCY. PLEASE READ IT CAREFULLY. Policy No. GL0369726420 ] Effective Date: 1101/2025 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section I - Who Is An Insured amended to include as an additional insured any person or organization whom you are required b 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 to the following: 1. t such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a The Insurance Services Office (ISO) ISO CG 2) 1O(10/01 edition); or b. The ISO 03 2)37 (10101 edition), such person or organization s then an additional insured with respect to such endorsement(s), but only b the extent that"bodily injury', "properly damage"or"personal and advertising injury' arises out of (1) Your ongoing operations, with respect to Paragraph 1.a. above; a (2) 'Your work", with respect b 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 of the written contract a written agreement; and (b) Does not apply to "bodily injury' a "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract a written agreement specifically requires that you provide such coverage to such additional insured. 2. 1 such written contract or written agreement specifically requires that you provide that the person or 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 (07/04 edition); or b. The ISO CG 3)37 (0704 edition), such person or organizations then an additional insured with respect b 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 a omissiins of those acting cn your behalf, U-GL 2162 A ON 1.02/19) Page 1 d 4 Irxiudes copyrighted material d Insurance Services Of402, by•''M is permission n the performance of: (a) Your ongoing operations,with respect to Paragraph 2.a.above.or (b) "Your work"and included in the "products-comp eted 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 po icy period and subsequent to your execution of the written contract or written agreement;and (It) 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's 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) On y 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 it no edition date is specified);or b. With respect to the"products-completed operations hazard"(it 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 n 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 19 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 rendenng 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 f e d 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'nsurance;and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance avallab e to the add tional 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, clam or"suit". This provision does not apply to any policy in which the add tional insured is a Named Insured on such other policy and where our policy 's 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 be alf of the additional insured is the amount of insurance: U-GL•2162•A CW i02 19 Page 3 at 4 includes copyrighted•naterial of irsurance 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 CG 24 041 21 9 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 WITH THE NAMED INSURED THAT 6 EXECUTED PRIOR TO THE ACCIDENT CR LOSS. Information required to complete this Schedule if not shown above, will be shown n the Declarations The followings added to Paragraph 8 Transfer Of Rights Of Recovery Against Others To Us of Section I V-Conditions: We waive any nght of recovery against the person(si or organizationfs) shown n the Schedule above because of payments we make under this Coverage Part Such waiver by u; apples only to the extent that the insured has waived its nght of recovery against such person(s) or organ zation(s) pnor to loss This endorsement applies only to the person(si 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- ZURICH Contributory Policy No En talc oiPol L'p Dote of Poi I:Ii I):ir of Ent Producer No %dd'I Return Prom GLO 3697264-20 01,01/2025 01/01/2026 I 33123000 INa THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ FT 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 added to the Other Insurance Condition of Section IV - Commercial General Liability Conditions: This insurance is 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 paragraph s added to Paragraph 4.b. of the Other Insurance Condition of Section IV - Commercial General Liability Conditions: This insurance s 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 cn another policy providing coverage for the same "occurrence", offense, claim or "suit" This provision does not apply to any policy n which the additional insureds a Named Insured on such other policy and where our policy s required by written contract or written agreement to provide coverage to the additional insured cn a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL•1327-8 ON(04/13) Page 1 at 1 Includes copyrighted material of Insurance Services Office, Inc with its permission POLICY NUMBER 8AP369726120 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement mod lies 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 nsured 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 dale of the policy unless another date is indicated below. Named Insured: Hensel Phelps Construction Co Endorsement Effective Date: 1/112025 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 0.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 ©Insurance Services Office Inc 201 1 Page I of 1 W ionic Kluwer Financ,al 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 mod lies 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 u ies•_ modified by the endorsement This endorsement changes the policy effect ve on the inception date of the policy unless anothe date is indicated below, Named Insured: Hensel Phelps Construcbon Co Endorsement Effective Date: 1/1r2025 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,it 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 Finanaal 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 ANDR R ,JRGANIZATIONS THAT ARE REQUIRE:i BY WRITTEN CONTRA 'T R AGREEMENT WITH THE _NSURED, 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 WC000313 (Ed 4-84) 0 1983 National Council on Compensation Insurance