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Contract - SpawGlass Contractors, Inc. - 8/8/2024 (2) Document A1 33 - 2019 Exhibit A Guaranteed Maximum Price Amendment This Amendment dated the day of in the year ,is incorporated into the accompanying AIA Document A l 33TM-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 day of in the year (the ADDITIONS AND DELETIONS: "Agreement") The author of this document has added information needed for its (Inn ivords, indicate inndOiccatt e,day, fnonth, aand rear.) completion.The author may also ` ar-1 ` -rCUAAU"` 2D2+ have revised the text of the original for the following PROJECT: AIA standard form.An Additions and (Name and address or location) Deletions Report that notes added information as well as revisions to the Old Settlers Park Buildout-Package 3A.1 -Harrell Parkway standard form text is available from Old Settlers Park 3300 E Palm Valley Blvd, Round Rock,TX 78665 the author and should be reviewed.A vertical line in the left margin of this THE OWNER: document indicates where the author (Name, legal status, and address) has added necessary information and where the author has added to or City of Round Rock deleted from the original AIA text. 221 East Main Street,Round Rock,TX 78644 This document has important legal THE CONSTRUCTION MANAGER: consequences.Consultation with an attorney is encouraged with respect (Name, legal status, and address) to its completion or modification. SpawGlass Contractors, Inc. AIA Document A201 TM-2017, 11 I 1 Smith Road,Austin,TX 78721 General Conditions of the Contract for Construction,is adopted in this TABLE OF ARTICLES document by reference.Do not use with other general conditions unless A.1 GUARANTEED MAXIMUM PRICE this document is modified. 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 AA GUARANTEED MAXIMUM PRICE § AAA 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 Twenty-Eight Million Three Hundred Thirty-Four Thousand Seven Hundred Thirty-Seven Dollars and No Cents (S 28,334,737.00 ),subject to additions and deductions by Change Order as provided in the Contract Documents. k-20?4-ID Init. AIA Document 133—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 15:47:11 ) ET on 07/19/2024 under Order No.4104243609 which expires on 10103/2024,is not for resale,is licensed for one-time use only,and may only be used in / accordance with the AIA Contract Documents-Terms of Service To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: 1110�4,4 1.1 § A.1.1.2 Itemized Statement of the Guaranteed Maximum Price. Provided below is an itemized statement of the Guaranteed Maximum Price organized by trade categories, including allowances; the Construction Manager's contingency;alternates;the Construction Manager's Fee; and other items that comprise the Guaranteed Maximum Price as defined in Section 3.2.1 of the Agreement. (Provide itemized statement below or reference an attachment.) Reference attached GMP Package—TAB 06 § A.1.1.3 The Construction Manager's Fee is set forth in Section 6.1.2 of the Agreement. § A.1.1.4 The method of adjustment of the Construction Manager's Fee for changes in the Work is set forth in Section 6.1.3 of the Agreement. § A.1.1.5 Alternates § A"1.1.5.1 Alternates, if any,included in the Guaranteed Maximum Price: Item Price § A.1.1.5.2 Subject to the conditions noted below, the following alternates may be accepted by the Owner following execution of this Exhibit A. Upon acceptance,the Owner shall issue a Modification to the Agreement. (Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.) Item Price Conditions for Acceptance §A.1.1.6 Unit prices,if any: (Identify the item and state the Unit price and quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit($0.00) ARTICLE A.2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § A.2.1 The date of commencement of the Work shall be: (Check one of the following boxes.) [ ] The date of execution of this Amendment. [X J Established as follows: (Insert a date or a means to determine the date of'commencement of the Work.) September 31'',2024 If a date of commencement of the Work is not selected, then the date of commencement shall be the date of execution of this Amendment. § A.2.2 Unless otherwise provided,the Contract Time is the period of time, including authorized adjustments,allotted in the Contract Documents for Substantial Completion of the Work.The Contract Time shall be measured from the date of commencement of the Work. § A.2.3 Substantial Completion § A.2.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents,the Construction Manager shall achieve Substantial Completion of the entire Work: (Check one of'the following boxes and complete the necessary information.) [ J Not later than ( )calendar days from the date of commencement of the Work. Init. AIA Document A133—2019 Exhibit A.Copyright O 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 15:47:11 2 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in / accordance with the AIA Contract Documentsc Terms of Service To report copyright violations,e-mail docinfo@aiacontracts corn User Notes: .. �.. [X ] By the following date: January 23,11, 2026 § A.2.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work are to be completed prior to Substantial Completion of the entire Work,the Construction Manager shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date § A.2.3.3 If the Construction Manager fails to achieve Substantial Completion as provided in this Section A.2.3,liquidated damages, if any, shall be assessed as set forth in Section 6.1.6 of the Agreement. ARTICLE A.3 INFORMATION UPON WHICH AMENDMENT IS BASED § A.3.1 The Guaranteed Maximum Price and Contract Time set forth in this Amendment are based on the Contract Documents and the following: § A.3.1.1 The following Supplementary and other Conditions of the Contract: Document Title Date Pages § A.3.1.2 The following Specifications: (Either list the Specifications here, or r%r to an exhibit attached to this Amendment.) Harrell Parkway AJ —Specifications(Electrical, Playing Fields,Roadway and Utilities)as issued by Kimley Horn on June 141h,2024 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.) Harrell Parkway A.I — 100% Plans and Cross Sections as issued by Kimley Horn on June 141",2024 Number Title Date § A.3.1.4 The Sustainability Plan,if any: (1f the Owner identified a Sustainable Objective in the Owner's Criteria, identify the document or documents that comprise the Sustainability Plan by title, date and number of pages, and include other identifying information. The Sustainability Plan identifies and describes the Sustainable Objective; the targeted Sustainable Measures; implementation strategies selected to achieve the Sustainable Measures; the Owner's and Construction Manager's roles and responsibilities associated with achieving the Sustainable Measures,,the specific details about design reviews, testing or metrics to verify achievement oj'each Sustainable Measure;and the Sustainability Documentation required for the Project, as those terms are defined in Exhibit C to the Agreement.) Title Date Pages Other identifying information: § A.3.1.5 Allowances, if any, included in the Guaranteed Maximum Price: (Idento,each allo-wance.) Item Price Electrical Investigation Allowance 520,000.00 Init. AIA Document At 33—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 15:47:11 3 ET on 07/19/2024 under Order No.4104243609 which expires on 10/0312024,is not for resale,is licensed for one-time use only,and may only be used in t accordance with the AIA Contract Oocumentse Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com User Notes: 147C„,An,I Temporary Pavement Allowance 55,000.00 Irrigation Repair Allowance 525,000.00 Monument Sign Allowance 5135.000.00 Electrical Enclosure Allowance S 120,000.00 Primary Electrical Connection Allowance 5102,000.00 Stabilized Base Subgrade at Fields Allowance 51,696,000.00 § A.3.1.6 Assumptions and clarifications, if any,upon which the Guaranteed Maximum Price is based: (Identifi•each assumption and c•lari/ication.) Reference attached GMP Package—TAB 05 § A.3.1.7 The Guaranteed Maximum Price is based upon the following other documents and information: (List anv other documents or information here, or refer to an exhibit attached to this Amendment.) ARTICLE A.4 CONSTRUCTION MANAGER'S CONSULTANTS, CONTRACTORS, DESIGN PROFESSIONALS, AND SUPPLIERS § AAA The Construction Manager shall retain the consultants,contractors,design professionals,and suppliers,identified below: (List name, discipline, address, and other information.) This Amen ment to the Agreement entered into as of the day and year first written above. A5IMAAGER OWNER( ture C S I)I (Signature) Craig Morgan Ma r David Pa n ivision President (Printed name and title) (Printed name and title) Inst. AIA Document A133-2019 Exhibit A.Copyright O 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 15:47:11 4 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in / accordance with the AIA Contract Documente Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes Additions and Deletions Report for AIA°Document A 1330— 2019 Exhibit A This Additions and Deletions Report,as defined on page 1 of the associated document,reproduces below all text the author has added to the standard form AIA document in order to complete it,as well as any text the author may have added to or deleted from the original AIA text.Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 15:47:11 ET on 07/19/2024. PAGE 1 Old Settlers Park Buildout—Package 3A.I —Harrell Parkwav Old Settlers Park 3300 E Palm Valley Bled, Round Rock.TX 78665 Citv of Round Rock 221 East Main Street. Round Rock,TX 78644 SpawGlass Contractors,Inc. I I 1 I Smith Road, Austin,TX 78721 § A.1.1.1 The Contract Sum is guaranteed by the Construction Manager not to exceed Twenty-Eight Million Three Hundred Thirty-Four Thousand Seven Hundred Thirty-Seven Dollars and No Cents (S 28,334,737.00 ),subject to additions and deductions by Change Order as provided in the Contract Documents. PAGE 2 Reference attached GMP Package-TAB 06 [X ] Established as follows: September 31h,2024 PAGE 3 [ By the following date: January 231h,2026 Harrell Parkway A.I —Specifications(Electrical.Playing Fields,Roadway and Utilities)as issued by Kimlev Horn on June 14111 20'14 Harrell Parkway A.I — 1001a Plans and Cross Sections as issued by Kimlev Horn on June 141I' 202-i Additions and Deletions Report for AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,'"American Institute of Architects,'"Alk'the AIA Logo,and"AIA Contract Documents'are trademarks of The American Institute of Architects.This 1 document was produced at 15:47:11 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,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. Electrical Investigation Allowance $20.000.00 Temporary Pavement Allowance 55,000.00 Irrigation Repair Allowance 525,000.00 Monument Sign Allowance S 135.000.00 Electrical Enclosure Allowance S120,000.0 Primary Electrical Connection Allowance S 102.000.00 Stabilized Base Subsrade at Fields Allowance S 1,696,000.00 PAGE 4 Reference attached GMP Package—TAB 05 Craig Moran Mayor David Paden Division President Additions and Deletions Report for AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This 2 document was produced at 15:47:11 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only.and may only be used in accordance with the AIA Contract Documentsx Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. Certification of Document's Authenticity AIA®R Document D401 TM — 2003 I, ,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 15:47:11 ET on 07/19/2024 under Order No.4104243609 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA'"'Document Al33TM—2019 Exhibit A,Guaranteed Maximum Price Amendment,other than those additions and deletions shown in the associated Additions and Deletions Report. (Signed) (Title) (Dated) AIA Document D401—2003.Copyright©1992 and 2003.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 15:47:11 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,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. CH U BS Surety o + 908.903.3485 202B Halls Mill Road,PO Box 1650 F +908.903.3656 Whitehouse Station,NJ 08889-1650 Federal Insurance Company Liberty Mutual Insurance Company AIA Document A312 Performance Bond K41875318(Federal) 5 8S218343(Liberty Mutual) Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principal Place of Business): SpawGlass Contractors, Inc. Federal Insurance Company(IN) 1111 Smith Road Liberty Mutual Insurance Company(MA) Austin,Texas 78721 OWNER(Name and Address): City of Round Rock 221 East Main Street Round Rock,Texas 78644 CONSTRUCTION CONTRACT Date: -,?--day of 12024 Amount:$28,334,737.00 Twenty Eight Million Three Hundred Thirty Four Thousand Seven Hundred Thirty Seven and 00/100 Dollars Description (Name and Location): Old Settlers Park Buildout-Package 3A.1 -Harrell Parkway BOND Date(Not earlier than Construction Contract Date): -day of 2024 AMOUNT:$28,334,737.00 Twenty Eight Million Three Hundred Thirty Four Thousand Seven Hundred Thirty Seven and 00/100 Dollars Modifications to this Bond: ® None ❑ See Page 3 CONTRACTORS AS PRINCIPAL Company: (Corporate Seal) SURETY SpawGlass Contract Company: (Corporate Seal) Federal Insurance Liberty Mutual s y Signat e: Signature: Nam and Ti Da�Pen Name and T' e: John A.PrinceAustin Division Attorney-in-Fact (Any additional signatures appear on page 3) (FOR INFORMATION ONLY—Name,Address and Telephone) AGENT or BROKER: Adams Ire Service OWNER'S REPRESENTATIVE(Architect,Engineer or other party): 427 W 20th Suite 500 Houston,TX 77008 713-869-8346 Printed in cooperation with the American Institute ofArchitecu(ALA)by Chubb.The language in this document conforms exactly to the language used in AIA Document A312 December 1984 edition,Third Printing,March 1987. Form 15-02-0279-FED(Rev.11/16) A312-1984 1 1 The Contractor and the Surety,jointly and severally, performance and payment bonds executed by a bind themselves, their heirs, executors, administrators, qualified surety equivalent to the bonds issued on the successors and assigns to the Owner for the performance of Construction Contract,and pay to the Owner the amount the Construction Contract,which is incorporated herein by of damages as described in Paragraph 6 in excess of the reference. Balance of the Contract Price incurred by the Owner 2 If the Contractor performs the Construction Contract, resulting from the Contractor's default;or the Surety and the Contractor shall have no obligation under 4.4 Waive its right to perform and complete, arrange this Bond,except to participate in conferences as provided for completion, or obtain a new contractor and with in Sub-paragraph 3.1. reasonable promptness under the circumstances: 3 If there is no Owner Default, the Surety's obligation .1 After investigation,determine the amount for under this Bond shall arise after: which it may be liable to the Owner and,as soon 3.1 The Owner has notified the Contractor and the as practicable after the amount is determined, Surety at its address described in Paragraph 10 below tender payment therefor to the Owner;or that the Owner is considering declaring a Contractor .2 Deny liability in whole or in part and notify the Default and has requested and attempted to arrange a Owner citing reasons therefor. conference with the Contractor and the Surety to be held 5 If the Surety does not proceed as provided in Paragraph not later than fifteen days after receipt of such notice 4 with reasonable promptness,the Surety shall be deemed to discuss methods of performing the Construction to be in default on this Bond fifteen days after receipt of Contract. If the Owner,the Contractor and the Surety an additional written notice from the Owner to the Surety agree, the Contractor shall be allowed a reasonable demanding that the Surety perform its obligations under this time to perform the Construction Contract, but such Bond,and the Owner shall be entitled to enforce any remedy an agreement shall not waive the Owner's right,if any, available to the Owner.If the Surety proceeds as provided subsequently to declare a Contractor Default;and in Subparagraph 4.4, and the Owner refuses the payment 3.2 The Owner has declared a Contractor Default and tendered or the Surety has denied liability, in whole or in formally terminated the Contractor's right to complete part, without further notice the Owner shall be entitled to the contract. Such Contractor Default shall not be enforce any remedy available to the Owner. declared earlier than twenty days after the Contractor 6 After the Owner has terminated the Contractor's right and the Surety have received notice as provided in to complete the Construction Contract, and if the Surety Subparagraph 3.1;and elects to act under Subparagraph 4.1, 4.2, or 4.3 above, 3.3 The Owner has agreed to pay the Balance of the then the responsibilities of the Surety to the Owner shall Contract Price to the Surety in accordance with the terms not be greater than those of the Contractor under the of the Construction Contract or to a contractor selected Construction Contract,and the responsibilities of the Owner to perform the Construction Contract in accordance with to the Surety shall not be greater than those of the Owner the terms of the contract with the Owner. under the Construction Contract. To the limit of the amount 4 When the Owner has satisfied the conditions of of this Bond, but subject to commitment by the Owner Paragraph 3,the Surety shall promptly and at the Surety's of the Balance of the Contract Price to mitigation of costs expense take one of the following actions: and damages on the Construction Contract, the Surety is obligated without duplication for: 4.1 Arrange for the Contractor, with consent of the 6.1 The responsibilities of the Contractor for correction Owner, to perform and complete the Construction of defective work and completion of the Construction Contract;or Contract; 4.2 Undertake to perform and complete the 6.2 Additional legal,design professional and delay costs Construction Contract itself, through its agents or resulting from the Contractor's Default, and resulting through independent contractors;or from the actions or failure to act of the Surety under 4.3 Obtain bids or negotiated proposals from qualified Paragraph 4;and contractors acceptable to the Owner for a contract for performance and completion of the Construction 6.3 Liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected caused by delayed performance or non-performance of with the Owner's concurrence,to be secured with the Contractor. Printed in cooperation with theAmerican Institute of Architects(AIA)by Chubb.The language in this document conforms exactly to the language used in AIA Document A312 December 1984 edition,Third Printing,March 1987. Form L5-02-oz79-Fen(Rev.11/16) A312-19842 7 The Surety shall not be liable to the Owner or others be deemed deleted herefrom and provisions conforming to for obligations of the Contractor that are unrelated to the such statutory or other legal requirement shall be deemed Construction Contract, and the Balance of the Contract incorporated herein. The intent is that this Bond shall be Price shall not be reduced or set off on account of any such construed as a statutory bond and not as a common law bond. unrelated obligations. No right of action shall accrue on this 12 DEFINITIONS Bond to any person or entity other than the Owner or its heirs,executors,administrators or successors. 12.1 Balance of the Contract Price:The total amount payable by the Owner to the Contractor under the 8 The surety hereby waives notice of any change,including Construction Contract after all proper adjustments have changes of time,to the Construction Contract or to related been made, including allowance to the Contractor of subcontractors,purchase orders and other obligations. any amounts received or to be received by the Owner in 9 Any proceeding,legal or equitable,under this Bond may settlement of insurance or other claims for damages to be instituted in any court of competent jurisdiction in the which the Contractor is entitled,reduced by all valid and location in which the work or part of the work is located and proper payments made to or on behalf of the Contractor shall be instituted within two years after Contractor Default under the Construction Contract. or within two years after the Contractor ceased working or 12.2 Construction Contract: The agreement between within two years after the Surety refuses or fails to perform the Owner and the Contractor identified on the signature its obligations under this Bond,whichever occurs first. If the page, including all Contract Documents and changes provisions of this Paragraph are void or prohibited by law, thereto. the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to 10 Notice to the Surety,the Owner or the Contractor shall perform or otherwise to comply with the terms of the be mailed or delivered to the address shown on the signature Construction Contract. page. 12.4 Owner Default: Failure of the Owner,which has 11 When this Bond has been furnished to comply with a neither been remedied nor waived,to pay the Contractor statutory or other legal requirement in the location where as required by the Construction Contract or to perform the construction was to be performed,any provision in this and complete or comply with the other terms thereof. Bond conflicting with said statutory or legal requirement shall MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Federal Insurance Company Signature: Signature: Name and Title: Name and Title: Address: Address: Printed in cooperation with the American Institute of Architects(AIA)by Chubb.The language in this document conforms exactly to the language used in AIA Document A312 December 1984 edition,Third Printing,March 1987. Form 15-02-0279-FED(Rev.11/16) A312-19843 C H U B B Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents,that FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation,PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Andrew A.Adams,Norman E.Adams,Michael Macomber,John A.Prince and Larry D.Snider of Houston,Texas---- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 100,day of April 2024. '_ 1� Rupert RD Swindells,AssistarttSSSe�cctyct_t�taa`n \1-arrt'nEichhtKn.VicePrtwident y,} *r - *Q, STATE OF NEW JERSEY `L\`�✓'/PL// 1t��\���L223773s!/�//f/f/// County of Hunterdon SS On this 10th day of April,2024 before me,a Notary Public of New Jersey,personally came Rupert HD Swindells and Warren Eichhorn,to me known to be Assistant Secretary and Vice President,respectively,of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC IN DEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY,the companies which executed the foregoing Power of Attorney,and the said Rupert HD Swindells and Warren Eichhorn,being by me duly sworn, severally and each for himself did depose and say that they are Assistant Secretary and Vice President,respectively,of FEDERAL.INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Compa nies;and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal A[Dert Gonturs NOTARY PUBUC OF NEIN JERSEY No 50202369 'Ou�ctr- Camm-iwt 111.0 es A C n 22,2027 Nodry Pudic CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY on August 30,2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11,2006;and ACE AMERICAN INSURANCE COMPANY on March 20,2009: "RESOLVED,that the following authorizations relate to the execution,for and on behalf of the Company,of bonds,undertakings,recognizances,contracts and other written commitments of the Company entered into in the ordinary course of business(each a"Written Commitment"): (1) Each of the Chairman,the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company,under the seal of the Company or otherwise. (2) Each duly appointed attorney-in-fact of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company,under the seal of the Company or otherwise, to the extent that such action is authorized by the grant of powers provided for in such person's written appointment as such attorney-in-fact (3) Each of the Chairman,the President and the Vice Presidents of the Company is hereby authorized,for and on behalf of the Company,to appoint in writing any person the attorney-in- fact of the Company with full power and authority to execute,for and on behalfofthe Company,under the seal ofthe Companyor otherwise,such Written Commitments ofthe Company as may be specified in such written appointment,which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized,for and on behalf of the Company,to delegate in writing to any other officer of the Company the authority to execute,for and on behalf of the Company,under the Company's seal or otherwise,such Written Commitments of the Company as are specified in such written delegation,which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution,and the seal of the Company,may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED,that the foregoing Resolution shall not be deemed to be an exclusive statement of the powers and authority of officers,employees and other persons to act for and on behalf of the Company,and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested' I,Rupert HD Swindells,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY(the"Companies")do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors of the Companies are true,correct and in full force and effect, (ii) the foregoing Power of Attorney is true,correct and in full force and effect. ,t Given under my hand and seals of said Companies at Whitehouse Station,NJ,this / 'Q�day of A2024 .R!R � Rupert HD Stricdells Assistacr Secretary IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER PLEASE CONTACT US AT'. Telephone 908 903-3493 Fax 908 903-3656 e-mail:surety@)chubb.com Combined:FED-VIG-PI-WFIC-AAIC(rev.11-19) This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual® The Ohio Casualty Insurance Company Certificate Na 8205857-974105 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Andrew A. Adams;John A.Prince;Larry 1).Snider;Michael Macomber;Norman E.Adams all of the city of Houston state of TX each individually if there be more than one named,its true and lawful attorney-in-tact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 28th day of June 2021 Liberty Mutual Insurance Company tNSUR 'tv INS& d %Hsup The Ohio Casualty Insurance Company j PO"�rF� �`�=ooaPO�ro�y� �Pz°"POLI" West American Insurance Company Nn m 1912 0 1919 M f 1991 `� " (" a o �� v;E � Ydj19sS4 CHU`'�.dD � �014MP5 �,dD� YS �N°IANO' ,dDY' I(?/•i � V C By: is CU David M.Carey,Assistant Secretary m State of PENNSYLVANIA County of MONTGOMERY ss o E On this 28th day of Junc 2021 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance coo m Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such, being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. < CN P SPASS, d Co O ` ��4�7`�°NIN F( Commonwealth of Pennsylvania-Notary Seal ti 4(= Teresa Paslella,Notary Public Montgomery County r/ C O OF My commission expires March 28,2025 By O y C Co v Commission number 1126044 4— 114PF4CJ Member,Pennsylvania Association of Notaries Teresa Pastella,Notary Public Q p 0) F?YCU O r w This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3 C9 0.9 Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows o N a M �? ARTICLE IV-OFFICERS:Section 12.Power of Attorney. 0 0 @ Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the-o 0 President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety m= Co � any and all undertakings,bonds,recognizances and other surety obligations.Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall -0 � f= have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o ar Z0 instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under the m provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. Li a ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attomey issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this(� day of NAU 2024 1NSU& 'SV INS& a 1NS4 tiJP'c,°µvo�r"9yC+ y13, POP,y�, vP o°avor�r Qf f 2 fa m U ? fQ m W 1912 0 0 1 1919 a Q 1991 0 do'e Soo"uSdD; °�"AMpS�,dD� rs, IV I l- aD3 By.Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 02121 C H U B B Surety O + 908.903.3485 202B Halls Mill Road,PO Box 1650 F +908.903.3656 Whitehouse Station,NJ 08889-1650 Federal Insurance Company Liberty Mutual Insurance Company AIA Document A312T1N- 2010 Payment Bond K41875318(Federal) 58S2i8343(Liberty Mutual) Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR SURETY (Name, legal status and address): (Name, legal status and principal place of business): SpawGlass Contractors,Inc. Federal Insurance Company(IN) iiia Smith Road Austin,Texas 78721 Liberty Mutual Insurance Company(MA) OWNER (Name, legal status and address): City of Round Rock 221 East Main Street Round Rock,Texas 78644 CONSTRUCTION CONTRACT Date: S—day of �,2024 Amount: $28,334,737.0 Twenty Eight Million Three Hundred Thirty Four Thousand Seven Hundred Thirty Seven and 00/100 Dollars Description(Name and Location): Old Settlers Park Buildout-Package 3A.1-Harrell Parkway BOND Date(Not earlier than Construction Contract Date): -day of ,2024 Amount: $28,334,737.00 Twenty Eight Million Three Hundred Thirty Four Thousand Seven Hundred Thirty Seven and 00/100 Dollars Modifications to this Bond: El None ❑ See Page 4 CONTRACTORS AS PRINCIPAL SURETY Company: SpawGlass Co s, (Corporate Seal) Company: Federal Insurance Co n Libe (Corporate Seal) Mutual Insurance mp Signature: � Name a '1 itle: vid Paden-) Signature: Presid -Austin Division Attorney-in- a ame. A A.Prince Signed and Sealed this d f� day of / Nj -2024 (Any additional signatures appear on the last page of this Performance Bond.) (FOR INFORMATION ONLY—Name,Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE(Arclurect Engineer orotherparly) Adams Insurance Service 427 W loth.Suite 500 Houston,TX 77008 713-869-8346 Printed in cooperation with the American Institute of Architects(AIA)by Chubb. The language in this document conforms to the language used in AIA Document A312"r-2010. Form 15-02-0574-FED(Rev.11/16) 1 L The Contractor and the Surety,jointly and severally,bind themselves,their heirs,executors,administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference,subject to the following terms. 2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims,demands,liens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. 3. If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. 4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand, lien or suit. 5. The Surety's obligations to a Claimant under this Bond shall arise after the following: 51 Claimants,who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim;and .2 have sent a Claim to the Surety(at the address described in Section 13). 52 Claimants,who are employed by or have a direct contract with the Contractor,have sent a Claim to the Surety (at the address described in Section 13). 6. If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. 7. When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: 71 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and 72 Pay or arrange for payment of any undisputed amounts. 73 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement.If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing the Claimant. 8 The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Section 7.3,and the amount of this Bond shall be credited for any payments made in good faith by the Surety. * Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. Printed in cooperation with the American Institute of Architects(AIA)by Chubb. The language in this document conforms to the language used in AIA Document A312 rm-2010. Form 15-02-0574•FED(Rev.11/16) 2 1Q The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract.The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligations to make payments to,or give notice on behalf of, Claimants or otherwise have any obligations to Claimants under this Bond. 1L The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts, purchase orders and other obligations. 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 13 Notice and Claims to the Surety,the owner or the Contractor shall be mailed or delivered to the address shown on the page which their signature appears.Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 15. Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. 1G DEFINITIONS 161 Claim.A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was furnished for use in the performance of the Construction Contract; .4a brief description of the labor,materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .tithe total amount earned by the Claimant for labor, materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and, .8the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. 162 Claimant:An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor,materials,or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water,gas power, light, heat, oil gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor Printed in cooperation with the American Institute of Architects(AIA)by Chubb. The language in this document conforms to the language used in AIA Document A312 r"'-2010. Form 15-02-0574-FED(Rev.11/16) 3 and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 163 Construction Contract: The agreement between the Owner and the Contractor identified on the cover page,including all Contract Documents and all changes made to the agreement and the Contract Documents. 16A Owner Default:Failure of the Owner,which has neither been remedied nor waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 165 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. 17. If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. 18. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: 181 "Claim notices for FEDERAL INSURANCE COMPANY must be sent to the following address: Chubb,PO Box 2191, Chesapeake,Virginia 23327,Attention:Surety Support Team." (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Federal Insurance Company Signature: Signature: Name and Title: Name and Title: Address: Address: Printed in cooperation with the American Institute of Architects(AIA)by Chubb. The language in this document conforms to the language used in AIA Document A312 rm-2010. Form 15-02-0574-FED(Rev.11/16) 4 CHUBB' Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents,that FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation,PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Andrew A.Adams,Norman E.Adams,Michael Macomber,John A. Prince and Larry D.Snider of Houston,Texas---- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 10th day of April 2024. Rupert HD Swicdelts Assistant Se--mmn, lk arren Eichh,,rn.Nice Presidem STATE OF NEW JERSEY OT County of Hunterdon ss. On this 10th day of April,2024 before me,a Notary Public of New Jersey,personally came Rupert HD Swindells and Warren Eichhorn,to me known to be Assistant Secretary and Vice President,respectively,of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY,the companies which executed the foregoing Power of Attorney,and the said Rupert HD Swindells and Warren Eichhorn,being by me duly sworn, severally and each for himself did depose and say that they are Assistant Secretary and Vice President,respectively,of FEDERAL INSURANCE.COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies;and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal cy` lG Albon cn Cium yNOTARY PUBLIC OF NEIN JERSEY �lTAar Y'- No 50202369 l:omrms—Lxp#ms A CCM 22,2027 Notary Public h CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY on August 30,2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11,2006;and ACE AMERICAN INSURANCE COMPANY on March 20,2009: "RESOLVED,that the following authorizations relate to the execution,for and on behalf of the Company,of bonds,undertakings,recognizances,contracts and other written commitments of the Company entered into in the ordinary course of business(each a"Written Commitment"): (1) Each of the Chairman,the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company,under the seal of the Company or otherwise. (2) Each duly appointed attorney-in-fact of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company,under the seal of the Company or otherwise, to the extent that such action is authorized by the grant of powers provided for In such person's written appointment as such attorney-in-fact (3) Each of the Chairman,the President and the Vice Presidents of the Company is hereby authorized,for and on behalf of the Company,to appoint in writing any person the attorney-in- fact of the Company with full power and authority to execute,for and on behalf of the Company,under the seal of the Company or otherwise,such Written Commitments of the Company as may be specified in such written appointment,which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized,for and on behalf of the Company,to delegate in writing to any other officer of the Company the authority to execute,for and on behalf of the Company,under the Company's seal or otherwise,such Written Commitments of the Company as are specified in such written delegation,which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution,and the seal of the Company,may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED,that the foregoing Resolution shall not be deemed to be an exclusive statement of the powers and authority of officers,employees and other persons to act for and on behalf of the Company,and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." I,Rupert HD Swindells,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,PACIFIC INDEMNITY COMPANY,WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY(the"Companies)do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors of the Companies are true,correct and in full force and effect, (ii) the foregoing Power of Attorney is true,correct and in full force and effect.. Given under my hand and seals of said Companies at Whitehouse Station,NJ,this f'yl day of 2024 f- 1 (OT C) Rupert HD Swindells Assistant Secretary IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER PLEASE CONTACT US AT Telephone 908 903-3493 Fax 908 903-3656 e-mail:suretyCbchubb.com Combined:FED-VIG-PI-WFIC-AAIC(rev.11-19) This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutuals The Ohio Casualty Insurance Company Certificate No.8205857-974105 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Andrew A. Adams;John A.Prince;Larry D.Snider;Michael Macomber;Norman L.Adams all of the city of I louston state of TX each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 28th day of June 2021 Liberty Mutual Insurance Company tNSUR 'SY INSU d %NsUR The Ohio Casualty Insurance Company JP aPo 9y JP aPo Py N avo qy oo R,, y �o Ra, y �o R, C, West American Insurance Company J 3 Fo m Q 3 Fo C, r Fo F 1912 0 0 1919 U 1991 0 41) Ir >_ W d�'Ss�cNus��dD 1�hhAMPS�P,da� YS �NDIANP dL� U By. co David M.Carey,Assistant Secretary Cr M State of PENNSYLVANIA ss e a County of MONTGOMERYo E On this 28th day of June 2021 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance u o-u Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. — IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. < N � 5P PAST d O O P �vAupN WF - N 7 O Commonwealth of Pennsylvania-Notary Seal 0 Q p ,l= Teresa Pastella,Notary Public �\ y•— Montgomery County (/ C (6 O w OF My canmisswn expires March 28,2025 B O N C @ �v Commission number 1126044 y• 4J w Vss IA• Member,Pennsytvania Association of Nmanes eresa Pastella,Notary Public Qcli O 2 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3loo 0.9 Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows. o nl d M ARTICLE IV-OFFICERS:Section 12.Power of Attorney. 00 0 0 o @ Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the v President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety 170> C: any and all undertakings,bonds,recognizances and other surety obligations.Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall -0 u have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such o d Z instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under then m provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. 0 a ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and aftested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 2024 1NSU,p N1 Il 1NSUR J3`oaP ortgl�o'LRt �J?`oaPorpqroRgn VP=oaP 0r�r'9yO 1912 0 0 1919 0 2 1991 0 / c• _ 0B y:jle S4cNu5 .da3 0 "AMPS aD� fs �A'OIANP da B Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Mulh Cc 02,21 Have a complaint or need help? Tiene una queja o necesita ayuda? IMPORTANT NOTICE AWSO IMPORTANTE If you have a problem with a claim or your premiums, call Si tiene un problema con un reclamo o las primas,llame your insurance company first. If you can't work out the primero a la empress de seguros.Si no puede resolver el issue, the Texas Department of Insurance may be able to problema,el Departamento de Seguros del estado de Tejas help. puede ayudar. Even if you file a complaint with the Texas Department of Si registra una queja con el Departamento de Seguros del Insurance, you should also file a complaint or appeal estado de tejas,tambien debe presentar una queja o through your insurance company. If you don't, you may apelacion a traves de su compania de seguros.Si no to hace lose your right to appeal. puede perder su derecho de apelar. To get information or file a complaint with CHUBB: Para obtener informacion o registro de una queja con CHUBB: Call Toll-free:1-800-36-CHUBB 11ame al:1-800-36-CHUBB Mail: Eastern Claim Service Center Correo: Eastern Claim Service Center 600 Independence Parkway 600 Independence Parkway Chesapeake,VA 23320 Chesapeake,VA 23320 Attn: Surety Support Attn: Surety Support Phone: 800-252-4670 Fax: 800-664-5358 Telefono: 800-252-467o Fax: 800-664-5358 Email: ecsc.claims@chubb.com Correo electronico: ecsc.claims@chubb.com To get help with an insurance question or file a complaint Para ayuda con una pregunta de seguros o registrar una with the state: queja con el estado: The Texas Department of Insurance El Departamento de Seguros del Estado de Tejas Call with a question: i-800-252-3439 Preguntas: i-800-252-3439 File a complaint: www.tdi.texas.gov Quejas: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov Correo electronico: ConsumerProtection@tdi.texas.gov Mail: MC-iii-1A,P.O.Box 149091 Correo: MC-iii-1A,P.O.Box 149091 Austin,TX 78714-9091 Austin,TX 78714-9091 Form 15-10-0347(Rev.2/23) 12 GUARANTEED MAXIMUM PRICE (GMP) REVISION 1 Y v Y CITY OF ROUND ROCK ')LD SETTLER'S PARK BUILDOUT PROJECT Harrell Parkway Package 3A. 1 110 rot TABLE OF CONTENTS TAB 1 TAB 6 GUARANTEED MAXIMUM PRICE PROPOSED GMP BREAKDOWN PROPOSAL FORM TAB 2 TAB 1 EXECUTIVE PROJECT SUMMARY MASTER PROJECT SCHEDULE TAB 3 TAB 8 PROJECT TEAM PROCUREMENT PACKAGE STRATEGY TAB 4 TAB 9 LIST OF DOCUMENTS TAB 5 TAB 10 ASSUMPTIONS & CLARIFICATIONS TAB1 GUARANTEED PRICE PROPOSAL FORM 4 �00 1 r i r'�,•3�, CYC # ' k ry *' R vy Providing the Absolute Best Construction Experience Project Cost Summary 100% CD ESTIMATE OVERVIEW SpawGlass Contractors, Inc. hereby submits to the City of Round Rock for the use and benefit of the new Old Settler's Park Buildout - Package 3A.1 Harrell Parkway Realignment, a CMAR price based on the 100% CD Drawings, as follows: 1. The proposed amount for the Direct Cost of the Work: $ 24,352,224 2. General Conditions $ 574,639 3. General Liability Insurance (.78%) $ 221,011 4. Payment & Performance Bonds $ 224,197 5. Subcontractor Default Insurance (1.25% of C.o.W.) $ 304,403 6. Contractors Contingency (3%) $ 850,042 7. Construction Phase Fee (3.50%) $ 958,180 8. Owner/Design Progression Contingency (3.00%) $ 850,042 9. TOTAL: LINE ITEMS 1 THROUGH 8: $ 28,334,737 Tylzr We,m-,Za Tyler Wenzel, Project Executive OFF TAB PROJECTEXECUTIVE SUMMARY fig✓ Z� �o0 ,/ i 1 . Providing the Absolute Best Construction Experience Executive Summary City of Round Rock - Old Settler's Park Build Out Package 3A.1 - Harrell Parkway Realignment 100% CD Drawings 3300 E Palm Valley Blvd Round Rock, TX 78665 Scope of Work Package 3A.1 - Harrell Parkway Realignment is the modification of the existing road. This includes demo, lime stabilization, road base, asphalt, striping, site utilities relocation, fiber re-route, a pedestrian overpass, a pedestrian underpass, a new vehicular bridge, new trails, new sidewalks, new grass fields, Musco lights, Lakeview parking lot and landscaping. Overview The new Harrell Parkway Re-alignment modifies the existing road going through the middle of the Old Settler's Park. This work is planned to be completed in three main stages: 3A.1 - The road in front of the Lakeview project and the connection to Kenny Fort is the first phase, which allows the Lakeview package to be completed and allows a bypass by this connection. This phase also includes installation of the Lakeview parking lot and two new grass fields, of which these must be completed prior to the Multipurpose Complex commencing work. It is assumed that the entirety of the 3A.1 Harrell Parkway will be shutdown. 3A.2 - This phase is the rest of the road, minus the vehicular bridge. This phase will require the road to be re-built, while maintaining public access via pedestrians and vehicles. It is assumed that this section of Harrell Parkway must be partially open to the public during this construction phase. 3A.3 - This phase is the Chandler Branch vehicular bridge. The phasing of this road is crucial to allow for the construction to be completed, while keeping the park open and active to the public. This road also ties into all the other packages, which leads this package to be coordinated with the other packages schedule and logistics plan. 1 , , 1 � ` E Providing the Absolute Best Construction Experience ORGANIZATION CHART LEGEND Management Support Team Lead/Single Point-of-Contact On-site Team Safety CITY OF ROUND ROCK 0 Preconstruction/Estimating Support DAVID PADEN TOM MCCLANAHAN DIVISION SENIC INATOR JOEY GEORGE ADAM WARDEN OPERATIONS MANAGER ES;li, JUANMARQUEZ BRIAN CLAXTON SAFETY COORDINATOR / biiM vuu GuURDINiiiuF mM a T TYLER WENZEL PROJECt EXECUTIVE/ PRECONSTRUCTION SERVICES MANAGER PARKER BLASCHKE HARRISON HOLLEY _.NIOR PROJECT SENIOR SUPERINTEN— I © ASSISTANT PROJECT MANAGERS © ASSISTANT SUPERINTENDENTS DAYLON DYESS `I��i � t R 9 r a ,F Providing the Absolute Best Construction Experience List of Documents City of Round Rock-Old Settler's Park Build Out Package 3A.1-Harrell Parkway Realignment 100%CD Drawings 3300 E Palm Valley Blvd Round Rock,TX 78665 SHEET NUMBER&SHEET DESCRIPTION REVISION DATE R-1-TITLE SHEET 6/14/2024 R-2-INDEX OF SHEETS 6/14/2024 R-3-PROJECT LAYOUT 6/14/2024 R-4-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-5-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-6-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-7-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-8-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-9-EXISTING TYPICAL SECTIONS 6/14/2024 R-10-PROPOSED TYPICAL SECTIONS 6/14/2024 R-11-PROPOSED TYPICAL SECTIONS 6/14/2024 R-12-GENERAL NOTES 6/14/2024 R-13-SUMMARY OF TRAFFIC CONTROL PLAN QUANTITIES 6/14/2024 R-14-SUMMARY OF REMOVAL QUANTITIES 6/14/2024 R-15-SUMMARY OF ROADWAY QUANTITIES 6/14/2024 R-16-SUMMARY OF ROADWAY QUANTITIES 6/14/2024 R-17-SUMMARY OF RETAINING WALL QUANTITIES 6/14/2024 R-18-SUMMARY OF DRAINAGE QUANTITIES 6/14/2024 R-19-SUMMARY OF SIGNING AND PAVEMENT MARKINGS 6/14/2024 R-19A-SUMMARY OF SIGNING AND PAVEMENT MARKINGS 6/14/2024 R-20-SUMMARY OF EROSION CONTROL QUANTITIES 6/14/2024 R-21-SUMMARY OF ILLUMINATION QUANTITIES 6/14/2024 R-22-TRAFFIC CONTROL PLAN NARRATIVE 6/14/2024 R-23-TRAFFIC CONTROL DETOUR PLAN LAYOUT 6/14/2024 R-24-CITY STANDARD DETAILS 6/14/2024 R-25-BARRICADE AND CONSTRUCTION GENERAL NOTES AND REQUIREMENTS 6/14/2024 R-26-PROJECT LIMIT BARRICADE AND CONSTRUCTION 6/14/2024 R-27-BARRICADE AND CONSTRUCTION WORK ZONE SPEED LIMIT 6/14/2024 R-28- BARRICADE AND CONSTRUCTION TEMPORARY SIGN NOTES 6/14/2024 R-29- BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT 6/14/2024 R-30- BARRICADE AND CONSTRUCTION PORTABLE CHANGEABLE MESSAGE SIGN(PCMS) 6/14/2024 R-31-BARRICADE AND CONSTRUCTION ARROW PANEL,REFLECTORS, WARNING LIGHTS&ATTENUATOR 6/14/2024 R-32- BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 6/14/2024 R-33- BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 6/14/2024 R-34-BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 6/14/2024 R-35-BARRICADE AND CONSTRUCTION PAVEMENT MARKINGS 6/14/2024 R-36- BARRICADE AND CONSTRUCTION PAVEMENT MARKING PATTERNS 6/14/2024 R-37-WORK ZONE SHORT TERM PAVEMENT MARKINGS 6/14/2024 R-38-TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK 6/14/2024 R-39-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-40-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-41-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-42-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-43-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-44-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-45-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-46-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-47-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-48-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-49-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-50-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-51-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-52-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-53-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-54-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-55-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-56-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-57-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-58-ROADWAY PLAN&PROFILE SPORTS CAPITAL 6/14/2024 R-59-ROADWAY PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-60-ROADWAY PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-61-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-62-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-63-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-64-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-65-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-66-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-67-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-68-SHARED-USE PATH PLAN&PROFILE PEDESTRIAN BRIDGE 6/14/2024 R-69-SHARED-USE PATH PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-70-SHARED-USE PATH PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-71-SHARED-USE PATH CONNECTION SPORTS CAPITAL CROSSING 6/14/2024 R-72-ROADWAY MISCELLANEOUS DETAILS 6/14/2024 R-73-DRIVEWAY DETAILS 6/14/2024 R-74-OLD SETTLERS PARK MONUMENT SIGN FOOTING DETAILS 6/14/2024 R-75-CITY STANDARD DETAILS 6/14/2024 R-76-CITY STANDARD DETAILS 6/14/2024 R-77-CITY STANDARD DETAILS 6/14/2024 R-78-CITY STANDARD DETAILS 6/14/2024 R-79-MEATL BEAM GUARD FENCE 6/14/2024 R-80-METAL BEAM GUARD FENCE LONG SPAN TL-3 MASH COMPLIANT 6/14/2024 R-81-METAL BEAM GUARD FENCE(MOW STRIP) 6/14/2024 R-82-METAL BEAM GUARD FENCE TRANSITION(TL2)(Low Speed Transition) 6/14/2024 R-83-MISCELLANEOUS CURB. PATH,SIDEWALK,AND MEDIAN DETAILS 6/14/2024 R-84-POST&CABLE FENCE 6/14/2024 R-85-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-86-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-87-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-88-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-89-PEDESTRIAN HANDRAIL DETAILS 6/14/2024 R-90-PEDESTRIAN HANDRAIL DETAILS 6/14/2024 R-91-PEDESTRIAN HANDRAIL DETAILS 6/14/2024 R-92-TRINITY HIGHWAY SOFTSTOP END TERMINAL MASH 6/14/2024 R-93-MAX-TENSION END TERMINAL 6/14/2024 R-94-SINGLE GUARDRAIL TERMINAL 6/14/2024 R-95-COMBINATION RAIL TEXAS CLASSIC 6/14/2024 R-96-COMBINATION RAIL TEXAS CLASSIC 6/14/2024 R-97-COMBINATION RAIL TEXAS CLASSIC 6/14/2024 R-98-TRAFFIC RAIL TEXAS CLASSIC 6/14/2024 R-99-TRAFFIC RAIL TEXAS CLASSIC 6/14/2024 R-100-DRAINAGE AREA MAP 6/14/2024 R-101-DITCH TABLE SUMMARY HARRELL PARKWAY 6/14/2024 R-102-DITCH TABLE SUMMARY HERITAGE CROSSING 6/14/2024 R-103-CULVERT HYDROLOGIC AND HYDRAULIC SUMMARY 6/14/2024 R-104-CHANDLER BRANCH TRIBUTARY 5 HYDRAULIC DATA 6/14/2024 R-105-CULVERT LAYOUT HERITAGE CROSSING 6/14/2024 R-106-CULVERT LAYOUT SHARED USE PATH 6/14/2024 R-107-CULVERT LAYOUT 6/14/2024 R-108-CULVERT LAYOUT 6/14/2024 R-109-CULVERT LAYOUT 6/14/2024 R-110-CULVERT LAYOUT 6/14/2024 R-111-CULVERT LAYOUT 6/14/2024 R-112-STORM HYDROLOGIC&HYDRAULIC DATA 6/14/2024 R-113-STORM PLAN AND PROFILE 6/14/2024 R-114-CITY STANDARD DETAILS 6/14/2024 R-115-DETAILS CITY STANDARD PHASE A.1 ROADWAY IMPROVEMENTS 6/14/2024 R-116-BOX CULVERT SUPPLEMENT WINGS AND END TREATMENTS 6/14/2024 R-117-MULTIPLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS 6/14/2024 R-118-MULTIPLE BOX CULVERTS CAST-IN-PLACE 9'-0"SPAN 0'TO 10'FILL 6/14/2024 R-119-MULTIPLE BOX CULVERTS CAST-IN-PLACE 9'-0"SPAN 0'TO 10'FILL 6/14/2024 R-120-BOX CULVERTS PRECAST MISCELLANEOUS DETAILS 6/14/2024 R-121-SINGLE BOX CULVERTS PRECAST 3'-0"SPAN 6/14/2024 R-122-SINGLE BOX CULVERTS PRECAST 4'-0"SPAN 6/14/2024 R-123-SINGLE BOX CULVERTS PRECAST 5'-0"SPAN 6/14/2024 R-124-CONCRETE WINGWALLS WITH FLARED WINGS FOR 6/14/2024 R-125-PRECAST AREA ZONE DRAIN 6/14/2024 R-126-PRECAST BASE 6/14/2024 R-127-CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 6/14/2024 R-128-SAFETY END TREATMENT FOR 0°SKEW BOX CULVERTS(MAXIMUM Hw=7-0")TYPE I-CROSS DRAINAGE 6/14/2024 R-129-SAFETY END TREATMENT FOR 0°SKEW BOX CULVERTS(MAXIMUM Hw=7-0")TYPE I-CROSS DRAINAGE 6/14/2024 R-130-PRECAST SAFETY END TREATMENT TYPE II-CROSS DRAINAGE 6/14/2024 R-131-PRECAST SAFETY END TREATMENT TYPE II-CROSS DRAINAGE 6/14/2024 R-132-SAFETY END TREATMENT WITH FLARED WINGS FOR 150&300 SKEW BOX CULVERTS TYPE I -CROSS DRAINAGE 6/14/2024 R-133-SAFETY END TREATMENT WITH FLARED WINGS FOR 150&300 SKEW BOX CULVERTS TYPE I-CROSS DRAINAGE 6/14/2024 R-134-SAFETY END TREATMENT WITH FLARED WINGS FOR 150&30°SKEW BOX CULVERTS TYPE I-CROSS DRAINAGE 6/14/2024 R-135-EXTENDED CURB DETAILS FOR BOX CULVERTS WITH CURBS OVER V-0"TO 5'41 TALL 6/14/2024 R-136-RAIL ANCHORAGE CURB BOX CULVERT RAIL MOUNTING DETAILS(CURBS 8"TO 5'-0"TALL ONLY) 6/14/2024 R-137-RAIL ANCHORAGE CURB BOX CULVERT RAIL MOUNTING DETAILS(CURBS 8"TO 5'-0"TALL ONLY) 6/14/2024 R-138-STONE RIPRAP 6/14/2024 R-139-STONE RIPRAP 6/14/2024 R-140-RETAINING WALL HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-141-RETAINING WALL LAYOUT WALL PB 1 6/14/2024 R-142-RETAINING WALL LAYOUT WALL PB 2 6/14/2024 R-143-RETAINING WALL LAYOUT WALL PB 3 6/14/2024 R-144-RETAINING WALL LAYOUT WALL PB 4 6/14/2024 R-145-RETAINING WALL LAYOUT WALL Wl 6/14/2024 R-146-RETAINING WALL LAYOUT WALL Wl 6/14/2024 R-147-RETAINING WALL LAYOUT WALL W2 6/14/2024 R-148-RETAINING WALL LAYOUT WALL W2 6/14/2024 R-149-RETAINING WALL RETAINING WALL MISCELLANEOUS DETAILS 6/14/2024 R-150-SOIL BORE LOG 6/14/2024 R-151-SOIL BORE LOG 6/14/2024 R-152-SOIL BORE LOG PHASE A.1 6/14/2024 R-153-EARTHWORK MEASUREMENT AT RETAINING WALL 6/14/2024 R-154-MECHANICALLY STABILIZED EARTH RETAINING WALL DESIGN DATA 6/14/2024 R-155-RETAINING WALL MECHANICALLY STABILIZED EARTH 6/14/2024 R-156-RETAINING WALL MECHANICALLY STABILIZED EARTH 6/14/2024 R-157-RETAINING WALL TRAFFIC RAILING FOUNDATIONS 6/14/2024 R-158-BRIDGE LAYOUT PEDESTRIAN BRIDGE 6/14/2024 R-159-SUMMARY OF ESTIMATED BRIDGE QUANTITIES AND NOTES PEDESTRIAN BRIDGE 6/14/2024 R-160-ABUTMENT NO.1&2 DETAILS PEDESTRIAN BRIDGE 6/14/2024 R-161-ABUTMENT NO. 1&2 DETAILS PEDESTRIAN BRIDGE 6/14/2024 R-162-SOIL BORING LOGS PEDESTRIAN BRIDGE 6/14/2024 R-163-BRIDGE MOUNTED CLEARANCE SIGN ASSEMBLY 6/14/2024 R-164-BRIDGE MOUNTED CLEARANCE SIGN ASSEMBLY 6/14/2024 R-165-BRIDGE MOUNTED CLEARANCE SIGN ASSEMBLY 6/14/2024 R-166-CONCRETE RIPRAP AND SHOULDER DRAINS EMBANKMENTS AT BRIDGE ENDS(TYPES RR8&RR9) 6/14/2024 R-167-COMMON FOUNDATION DETAILS 6/14/2024 R-168-COMMON FOUNDATION DETAILS 6/14/2024 R-169-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-170-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-171-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-172-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-173-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-174-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-175-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-176-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-177-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-178-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-179-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-180-ILLUMINATION&FIBER LAYOUT SPORTS CAPITAL CROSSING 6/14/2024 R-181-ILLUMINATION&FIBER LAYOUT HERITAGE CROSSING 6/14/2024 R-182-ELECTRICAL SERVICE DATA SUMMARY 6/14/2024 R-183-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-184-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-185-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-186-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-187-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-188-SIGNING&PAVEMENT MARKING LAYOUT HERITAGE CROSSING 6/14/2024 R-189-SIGNING&PAVEMENT MARKING LAYOUT SPORTS CAPITAL CROSSING 6/14/2024 R-190-EDGE LIT PEDESTRIAN SIGN DETAILS SPORTS CAPITAL CROSSING 6/14/2024 R-191-TYPICAL STANDARD PAVEMENT MARKINGS 6/14/2024 R-192 POSITION GUIDANCE USING RAISED MARKERS REFLECTORIZED PROFILE MARKINGS 6/14/2024 R-193-TWO-WAY LEFTTURN LANES,RURAL LEFTTURN BAYS,AND LANE REDUCTION PAVEMENT MARKINGS 6/14/2024 R-194-DELINEATOR&,OBJECT MARKER MATERIAL DESCRIPTION 6/14/2024 R-195-DELINEATOR&,OBJECT MARKER INSTALLATION 6/14/2024 R-196-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-197-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-198-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-199-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-200-DELINEATOR&,OBJECT MARKER FOR VEHICLE IMPACT ATTENUATORS 6/14/2024 R-201-ELECTRICAL DETAILS CONDUITS&NOTES 6/14/2024 R-202-ELECTRICAL DETAILS CONDUCTORS 6/14/2024 R-203-ELECTRICAL DETAILS GROUND BOXES 6/14/2024 R-204-ELECTRICAL DETAILS SERVICE NOTES&DATA 6/14/2024 R-205-ELECTRICAL DETAILS, SERVICE ENCLOSURE AND NOTES 6/14/2024 R-206-ELECTRICAL DETAILS LECTRICAL SERVICE SUPPORT PEDESTAL SERVICE TYPE PS 6/14/2024 R-207-ITS CONDUIT TRENCH DETAILS 6/14/2024 R-208-ITS CONDUIT OBSTRUCTION CROSSING 6/14/2024 R-209-FIBER GROUND BOX DETAILS 6/14/2024 R-210-FIBER GROUND BOX DETAILS 6/14/2024 R-211-ROADWAY ILLUMINATION DETAILS 6/14/2024 R-212-ROADWAY ILLUMINATION(RDWY ILLUM FOUNDATIONS)DETAILS 6/14/2024 R-213-ROADWAY ILLUMINATION POLES 6/14/2024 R-214-ROADWAY ILLUMINATION POLES 6/14/2024 R-215-ROADWAY ILLUMINATION POLES 6/14/2024 R-216-ROADWAY ILLUMINATION POLES 6/14/2024 R-217-TRAFFIC SIGNAL TRAFFIC SIGNAL POLE FOUNDATION 6/14/2024 R-218-SOLAR POWERED ROADSIDE FLASHING BEACON ASSEMBLY DETAILS 6/14/2024 R-219-STORMWATER POLLUTION PREVENTION PLAN(SWP3) 6/14/2024 R-220-STORMWATER POLLUTION PREVENTION PLAN(SWP3) 6/14/2024 R-221-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-222-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-223-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-224-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-225-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-226-EROSION AND SEDIMENTATION CONTROL PLAN SHARED-USE PATH 6/14/2024 R-227-EROSION AND SEDIMENTATION CONTROL PLAN SHARED-USE PATH 6/14/2024 R-228-EROSION AND SEDIMENTATION CONTROL PLAN SPORTS CAPITAL CROSSING SHARED-USE PATH 6/14/2024 R-229-EROSION AND SEDIMENTATION CONTROL PLAN HERITAGE CROSSING 6/14/2024 R-230-CITY STANDARD DETAILS 6/14/2024 R-231-CITY STANDARD DETAILS 6/14/2024 R-232-CITY STANDARD DETAILS 6/14/2024 R-233-CITY STANDARD DETAILS 6/14/2024 R-234-REMOVAL PLAN 6/14/2024 R-235-REMOVAL PLAN 6/14/2024 R-236-REMOVAL PLAN 6/14/2024 R-237-REMOVAL PLAN 6/14/2024 R-238-REMOVAL PLAN 6/14/2024 R-239-REMOVAL PLAN 6/14/2024 R-240-REMOVAL PLAN 6/14/2024 R-241-REMOVAL PLAN HERITAGE CROSSING 6/14/2024 R-242-REMOVAL PLAN SPORTS CAPITAL 6/14/2024 W-1-WATER,REUSE,AND WASTEWATER GENERAL NOTES 6/14/2024 W-2-WATER,REUSE,AND WASTEWATER TCEQ NOTES(1 OF 3) 6/14/2024 W-3-WATER,REUSE,AND WASTEWATER TCEQ NOTES(2 OF 3) 6/14/2024 W-4-WATER,REUSE,AND WASTEWATER TCEQ NOTES(3 OF 3) 6/14/2024 W-5-WATER,REUSE,AND WASTEWATER OVERALL LAYOUT 6/14/2024 W-6-12 INCH WATER LINE"A"PLAN AND PROFILE 6/14/2024 W-7-8 INCH WATER LINE"A"PLAN AND PROFILE(1 OF 2) 6/14/2024 W-8-8 INCH WATER LINE"A"PLAN AND PROFILE(2 OF 2) 6/14/2024 W-9-8 INCH WATER LINE"B"PLAN AND PROFILE(1 OF 10) 6/14/2024 W-10-8 INCH WATER LINE"B"PLAN AND PROFILE(2 OF 10) 6/14/2024 W-11-8 INCH WATER LINE"B"PLAN AND PROFILE(3 OF 10) 6/14/2024 W-12-8 INCH WATER LINE"B"PLAN AND PROFILE(4 OF 10) 6/14/2024 W-13-8 INCH WATER LINE"B"PLAN AND PROFILE(5 OF 10) 6/14/2024 W-14-8 INCH WATER LINE"B"PLAN AND PROFILE(6 OF 10) 6/14/2024 W-15-8 INCH WATER LINE"B"PLAN AND PROFILE(7 OF 10) 6/14/2024 W-16-8 INCH WATER LINE"B"PLAN AND PROFILE(8 OF 10) 6/14/2024 W-17-8 INCH WATER LINE"B"PLAN AND PROFILE(9 OF 10) 6/14/2024 W-18-8 INCH WATER LINE"B"PLAN AND PROFILE(10 OF 10) 6/14/2024 W-19-8 INCH WATER LINE"C"PLAN AND PROFILE 6/14/2024 W-20-8 INCH WATER LINE'D"PLAN AND PROFILE 6/14/2024 W-21-8 IN WATER LINE"E"&8 IN WATER LINE"F"PLAN AND PROFILE 6/14/2024 W-22-6 INCH WATER LINE"A"&6 INCH WATER LINE"B"PLAN LAYOUT 6/14/2024 W-23-INCH WATER LINE"C"&6 INCH WATER LINE"D"PLAN LAYOUT 6/14/2024 W-24-24 INCH REUSE LINE"A"PLAN AND PROFILE 6/14/2024 W-25-24 INCH REUSE LINE"B"PLAN AND PROFILE 6/14/2024 W-26-12 INCH REUSE LINE"A"PLAN AND PROFILE 6/14/2024 W-27-4INCH REUSE LINE"A"PLAN LAYOUT 6/14/2024 W-28 -15 INCH WASTEWATER LINE"A"PLAN AND PROFILE(1 OF 2) 6/14/2024 W-29-15 INCH WASTEWATER LINE"A"PLAN AND PROFILE(2 OF 2) 6/14/2024 W-30-WASTEWATER BYPASS PUMPING PLAN 6/14/2024 W-31-WATER,REUSE,AND WASTEWATER DETAILS(1 OF 4) 6/14/2024 W-32-WATER,REUSE,AND WASTEWATER DETAILS(2 OF 4) 6/14/2024 W-33-WATER,REUSE,AND WASTEWATER DETAILS(3 OF 4) 6/14/2024 W-34-WATER,REUSE,AND WASTEWATER DETAILS(4 OF 4) 6/14/2024 C-1-PAVING AND STRIPING PLAN(SHEET 1 OF 4) 6/14/2024 C-2-PAVING AND STRIPING PLAN(SHEET 2 OF 4) 6/14/2024 C-3-PAVING AND STRIPING PLAN(SHEET 3 OF 4) 6/14/2024 C-4-PAVING AND STRIPING PLAN(SHEET 4 OF 4) 6/14/2024 C-5-DIMENSIONAL CONTROL PLAN(SHEET 1 OF 4) 6/14/2024 C-6-DIMENSIONAL CONTROL PLAN(SHEET 2 OF 4) 6/14/2024 C-7-DIMENSIONAL CONTROL PLAN(SHEET 3 OF 4) 6/14/2024 C-8-DIMENSIONAL CONTROL PLAN(SHEET 4 OF 4) 6/14/2024 C-9-OVERALL GRADING PLAN 6/14/2024 C-10-GRADING PLAN(SHEET 1 OF 5) 6/14/2024 C-11-GRADING PLAN(SHEET 2 OF 5) 6/14/2024 C-12-GRADING PLAN(SHEET 3 OF 5) 6/14/2024 C-13-GRADING PLAN(SHEET 4 OF 5) 6/14/2024 C-14-GRADING PLAN(SHEET 5 OF 5) 6/14/2024 C-15-OVERALL STORM PLAN 6/14/2024 C-16-STORM LINE A PLAN AND PROFILE 6/14/2024 C-17-STORM LINE A PLAN AND PROFILE 6/14/2024 C-18-STORM LINE B PLAN AND PROFILE 6/14/2024 C-19-STORM LINE C PLAN AND PROFILE 6/14/2024 C-20-STORM LINE C PLAN AND PROFILE 6/14/2024 C-21-STORM LINE C PLAN AND PROFILE 6/14/2024 C-22-LAT Cl,C2,C3 PLAN AND PROFILE 6/14/2024 C-23-STORM LINE D 6/14/2024 C-24-FRENCH DRAIN PLAN AND PROFILE 6/14/2024 C-25-LAT D1 PLAN AND PROFILE PLAN AND PROFILE 6/14/2024 C-26-STORM LINE E 6/14/2024 C-27-STORM LINE E STORM LINE E PLAN AND PROFILE 6/14/2024 C-28-STORM LINE F PLAN AND PROFILE&SOCCER FIELD DRAINAGE 6/14/2024 C-29-INLET DRAINAGE AREA MAP 6/14/2024 C-30-INLET DRAINAGE AREA MAP CALCULATIONS 6/14/2024 C-31-DETENTION POND PLAN AND PROFILE 6/14/2024 C-32-EROSION CONTROL PLAN(SHEET 1 OF 4) 6/14/2024 C-33-EROSION CONTROL PLAN(SHEET 2 OF 4) 6/14/2024 C-34-EROSION CONTROL PLAN(SHEET 3 OF 4) 6/14/2024 C-35-EROSION CONTROL PLAN(SHEET 4 OF 4) 6/14/2024 C-36-PAVING DETAILS(SHEET 1 OF 2) 6/14/2024 C-37-PAVING DETAILS(SHEET 2 OF 2) 6/14/2024 C-38-EROSION CONTROL DETAILS 6/14/2024 C-39-DRAINAGE DETAILS 6/14/2024 PF-1.0- PLAYING FIELD LAYOUT AND MATERIALS 6/14/2024 PF-2.0-PLAYING FIELD GRADING 6/14/2024 PF-4.0-PLAYING FIELD IRRIGATION 6/14/2024 PF-5.0-PLAYING FIELD DETAILS 6/14/2024 PF-5.1-PLAYING FIELD DETAILS 6/14/2024 PF-5.2-PLAYING FIELD DETAILS 6/14/2024 L-0.1-KEY SHEET 6/14/2024 L-1.0-GENERAL NOTES 6/14/2024 L-2.0-EXISITING EXISITING CONDITIONS 6/14/2024 L-3.0-DEMOLITION PLAN 6/14/2024 L-3.1-DEMOLITION PLAN 6/14/2024 L-3.2-DEMOLITION PLAN 6/14/2024 L-3.3-DEMOLITION NOTES 6/14/2024 L-3.4-TREE REMOVAL TABLES 6/14/2024 L-4.0-JOINTING PLAN&DETAIL KEY 6/14/2024 L-4.1-JOINTING PLAN&DETAIL KEY 6/14/2024 L-4.2-JOINTING PLAN&DETAIL KEY 6/14/2024 L-4.3-JOINTING PLAN NOTES 6/14/2024 L-5.0-SITE DETAILS 6/14/2024 L-5.1-SITE DETAILS 6/14/2024 L-5.2-SITE DETAILS 6/14/2024 L-5.3-SITE DETAILS 6/14/2024 L-5.4-SITE DETAILS 6/14/2024 L-5.5-SITE DETAILS 6/14/2024 L-6.0-LANDSCAPE PLAN 6/14/2024 L-6.1-LANDSCAPE PLAN 6/14/2024 L-6.2-LANDSCAPE PLAN 6/14/2024 L-7.0-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.1-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.2-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.3-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.4-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.5-LANDSCAPE SCHEDULE 6/14/2024 L-8.0-LANDSCAPE DETAILS 6/14/2024 L-8.1-LANDSCAPE SPECIFICATIONS 6/14/2024 L-9.0-OVERALL IRRIGATION OVERALL IRRIGATION PLAN 6/14/2024 L-9.1-IRRIGATION PLAN 6/14/2024 L-9.2-IRRIGATION PLAN 6/14/2024 L-9.3-IRRIGATION PLAN 6/14/2024 L-10.0-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.1-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.2-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.3-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.4-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.5-IRRIGATION IRRIGATION SCHEDULE 6/14/2024 L-10.6-IRRIGATION SCHEDULE 6/14/2024 L-11.0-IRRIGATION DETAILS 6/14/2024 L-11.1-IRRIGATION DETAILS 6/14/2024 L-11.2-IRRIGATION SPECIFICATIONS 6/14/2024 E1.00-N. PARKING LOT PLAN-ELECTRICAL 6/14/2024 E1.01-SOCCER FIELDS PLAN-ELECTRICAL 6/14/2024 E1.02-E.PARKING 6/14/2024 E2.00-ELECTRICAL RISER DIAGRAM 6/14/2024 E2.00-ELECTRICAL RISER DIAGRAM 6/14/2024 E2.01-ELECTRICAL DETAILS 6/14/2024 E2.02-ELECTRICAL DETAILS 6/14/2024 E3.00-ELECTRICAL SCHEDULES 6/14/2024 E3.01-ELECTRICAL PANEL SCHEDULE 6/14/2024 E3.02-ELECTRICAL PANEL SCHEDULE 6/14/2024 FAB 5 ASSUMPTIONS CLARIFICATIONS ��► ,0 y: Providing the Absolute Best t Construction Experience 4' Assumptions and Clarifications City of Round Rock — Old Settler's Park Build Out Package 3A.1 - Harrell Parkway Realignment 100% CD Drawings 3300 E Palm Valley Blvd Round Rock, TX 78665 GENERAL QUALIFICATIONS 1. Kimley Horn is the civil engineer of record. 2. Electrical, Playing Fields, Roadway, and Utilities specifications have been provided to SpawGlass. 3. Based on an anticipated NTP of October 2024. 4. The baseline schedule is based on a 5-day work week. 5. Normal working hours have been included from 7:00 AM to 5:30 PM unless otherwise noted, with the exception of early concrete operations as deemed necessary. It is also assumed that work can occur on a 7 day a week schedule if required. Notify City Transportation Department on Wednesday before weekend work is scheduled for approval. 6. In order to subcontract scopes of work in a timely manner to meet the construction schedule it is assumed that buyout packages will be reviewed within 5 business days of their submission. 7. LEED Certifications or Green Building Programs are not incorporated into the project. 8. No Builders Risk Insurance is to be provided by SpawGlass as requested by CoRR at 7/15/2024 meeting. 9. Performance & Payment Bonds are provided by SpawGlass. 10. General Liability is provided by SpawGlass and included in this proposal. CCIP is not provided. 11. The proposal assumes that the specified material and equipment are available as required to meet the schedule. If they are not available as required, we assume the Owner/Architect will authorize alternate material or equipment selections. If specified material is not available, SpawGlass will submit to the City for approval. 12. The owner must accept GMP within 60 calendar days, at which time pricing will expire. 13. General conditions were originally based on one overall project and GMP during the RFP/RFQ time, and not 14.62% (for Harrell Parkway package) as later outlined by the City. Any general conditions savings or losses from this package are to be rolled onto the other GMP packages as deemed necessary by SpawGlass. 14. SpawGlass budget pricing includes removal of the existing road in its entirety. This includes curbs, pavement, base, and lime stabilized base (if present). The proposed road will be built back with all new materials. 15. The quantities and unit rates of this proposal are based on the 100% CD Documents. 1 . Assumptions and Clarifications - SPECIFIC QUALIFICATIONS Division 01 — General Requirements and General Conditions 1. SpawGlass general requirements assume a 7-month project construction schedule. This is by design, which provides seven months in each package (2, 3A, 3B, 3C, and 3D) for a total of 35 months Total Project Duration. 2. SpawGlass general conditions are included in the cost reports. 3. Construction photos will be taken on a regular basis by SpawGlass. Digital files will be turned in monthly. Aerial photos will also be taken. 4. Drone footage to be provided. 5. As-Built drawings, record drawings and record submittals will be kept in electronic format. These files will be accessible to all on the jobsite. 6. Reasonable repairs or damage caused by unknown factors will be funded from the CM Contingency, if funds remain AND approved by Owner. 7. Dimensional Control for the Project is included. 8. Individual non-photographic hard hat stickers for workers will be utilized. 9. On-site construction facilities have been included in this proposal. 10. Temporary barriers and enclosures are included to delineate construction zone from the public. 11. Construction cleaning and waste management have been included. 12. City fees related to tree mitigation to be by Owner. 13. No sound/vibration monitoring. 14. Dust control included in GR's. 15. No arborist included, city to use their own arborist.This city arborist includes tree trimming for construction activities and monthly reports that will be provided to SpawGlass on the tree health. Division 02 — Existing Conditions 1. The extent of demolition includes but limited too; removal of all existing asphaltic pavement, curbs, base material, corrugated drainage piping, RCP, guard rails, handrails, and signage. Division 03 — Concrete Division 04 — Masonry 1. Basic limestone butter block retaining walls included. Engineering included. 2. Included allowance for monument sign. This allowance includes electrical billboard, power, and data. Division 05 — Metals Division 06 — Wood, Plastics, and Composites Assumptions and Clarifications 1. None included. Division 07 — Thermal and Moisture Protection 1. Includes fluid applied waterproofing at pedestrian underpass. Division 08 — Openings 1. None included. Division 09 — Finishes 1. Anti-graffiti coating included at underpass. Division 10 — Specialties 1. None included. Division 11 — Eauinment 1. None included. Division 12 — Furnishings 2. None included. Division 13 — Special Construction 1. None included. Division 14 — ConveyingEquipment 1. None included. Division 21 — Fire Suppression 1. None included. Division 22 — Plumbing 1. None included. Division 23 — HVAC and Controls 1. None included. Division 26 — Electrical 1. Supply of Musco poles, lights, bases, and cabinets by City. Install by SpawGlass. 2. Allowance included for electrical enclosure. Assumptions and Clarifications 3. Allowance included for two 6"conduit from Kenny Fort to Oncor transformer. 4. Included allowance for electrician to investigate existing electrical that is impacted by new road construction. Division 27 — Communications 1. Fiber optic infrastructure included. Included shifting Comm Box for Lakeview tie-in. Division 28 — Electronic Safety & Security 1. None included. Division 31 — Earthwork 1. Clear & Grub as required is included. 2. SWPPP measures as required has been included. 3. SpawGlass assumes that all water can be taken from existing City of Round Rock water utilities on-site, and no water will need to be trucked in from other cities due to water restrictions. 4. 8" Lime stabilization included under road and parking lot. 5. Soil used for Pedestrian Bridge embankment is assumed to be onsite material. 6. Existing road profile being removed is assumed to be 4"of asphalt, 10" of base, and 8" of lime stabilized subgrade. 7. Allowance of$1,696,000 is being carried for a low PI subgrade material (select fill or lime stabilization) at the soccer fields. 8. General fill assumed to be used behind road curbs, but not under shared use paths and not in the 3' road overbuild. Division 32 — Exterior Improvements 1. Pavement Markings included. 2. Irrigation repair allowance included to fix any piping/wiring that is damaged during the construction of new road. 3. Trees provided by CoRR. SpawGlass to pickup trees at CoRR nursery located in Old Settler's Park. Division 33 — Utilities 1. Waste water diversion included. EXCLUSIONS 1. Permits, by Owner. 2. LEED documentation and Submittals. I i . Assumptions and Clarifications - 3. We have not included the following items as we assume, they will be provided in a timely manner by the Owner at no cost to SpawGlass: a. Materials Testing Services b. Excludes all local electrical utility fees for permanent power 4. Preconstruction costs for the Project are not included in this budget. 5. Contaminated soils - hauling or disposal. 6. Gas line installation - by others. 'M� AB 6 k , PROPOSED GMP BREAKDOWN ;l f~ 6 1 S awGlass i Summary Report Harrell Parkway 1A. 1 100% GMP 3023148 Estimate Date: 07/09/2024 Documents Date: 06/14/2024 Project Size (SF): 332,820 Project #: 3023121 Project Location: Round Rock Lead Estimator: Kristofer Rodriguez ITEM COST COST I SF % OF TOTAL Direct Costs 24,352,224 73.17 85.94 % Indirect Costs 3,982,513 11.97 14.06 Total Cost $ 28,334,737 $ 85.14 100.000/0 Harrell Parkway 1A.1 100% GMP Estimate Date:07/09/2024 3023148 Page 1 of 1 Documents Date: 0611412024 Recap Report Harrell Parkway 1A. 1 100% GMP 3023148 Estimate Date: 07/09/2024 Documents Date: 06/14/2024 Project Size (SF): 332,820 Project #: 3023121 Project Location: Round Rock Lead Estimator: Kristofer Rodriguez ITEM COST COST I SF % OF TOTAL Direct Costs 24,352,224 73.17 85.94 Roadway Cost 9,641,327 28.97 34.03 Water and Reclaim Water Relocations 1,649,947 4.96 5.82 % Multi-Purpose Fields, Parking Lot, Lighting, and 12,466,116 37.46 44.00 Landscaping General Requirements 594,833 1.79 2.10 % Harrell Parkway 1A.1 100% GMP Estimate Date: 0710912024 3023148 Page 1 of 2 Documents Date: 0611412024 ITEM COST COST I SF % OF TOTAL Indirect ' 1 . General Conditions 574,639 1.73 2.03 General Liability Insurance 221,011 0.66 0.78 Payment and Performance Bonds 224,197 0.67 0.79 Subcontractor Default Insurance (SDI): 304,403 0.91 1.07 Escalation 0 0.00 0.00 Contractor's Contingency 850,042 2.55 3.00 Overhead and Profit 958,180 2.88 3.38 Owner's Contingency 850,042 2.55 3.00 Total Cost $ 28,334,737 $ 85.14 100.000/0 Harrell Parkway 1A.1 100% GMP Estimate Date:07109/2024 3023148 Page 2 of 2 Documents Date: 0611412024 Detail Report ' (Direct Costs Only) Harrell Parkway 1A. 1 100% GMP 3023148 Estimate Date: 07/09/2024 Documents Date: 06/14/2024 Project Size (SF): 332,820 Project #: 3023121 Project Location: Round Rock Lead Estimator: Kristofer Rodriguez ITEM QUANTITY i UM UNIT COST TOTAL COST Roadway 9,641,327 Div. 01 General Requirements 499,038 General Conditions 499,038 BARRICADES, SIGNS, AND TRAFFIC HANDLING 11.5 MONTH 2,525.00 j 29,038 MOBILIZATION 1.0 LS 430,000.00 430,000 PORTABLE CHANGLE MESSAGE SIGN 2.0 Each 20,000.00 40,000 Div. I • Conditions 300,670 Demolition 300,670 PREPARING ROW (TREE) (4"TO 12" DIA) 42.0 Each 220.00 9,240 PREPARING ROW (TREE) (12" TO 24" DIA) 31.0 Each 230.00 7,130 PREPARING ROW (TREE) (24" TO 36" DIA) 1.0 Each 1,400.00 1,400 REMOVING CONC (PAV) 687.0 SY 20.00 13,740 REMOVING (RIPRAP) 248.0 SY 19.00 4,712 REMOVING CONC (SIDEWALKS) 95.0 SY 22.00 2,090 REMOVING CONC (CURB) 7,074.0 LF 5.50 38,907 REMOVING CONC (CURB AND GUTTER) 86.0 LF 12.00 1,032 REMOVING STAB BASE &ASPH PAV (2" TO 6") 894.0 SY 2.00 1,788 REMOVE STR (PIPE) 966.0 LF 21.00 20,286 REMOVE STR (SMALL FENCE) 7,208.0 LF 3.50 25,228 REMOVE METAL BEAM GUARD FENCE 843.0 LF 12.00 10,116 REMOVE TERMINAL ANCHOR SECTION ! 16.0 Each 225.00 3,600 REMOVE LUMINARE POLE 7.0 Each 1,010.00 7,070 RELOCATE ELECTRIC INFRASTRUCTURE 3.0 Each 4,000.00 12,000 PREP ROW 53.9 STATI 2,275.00 122,622 Harrell Parkway 1A.1 100% GMP Estimate Date: 0710912024 3023148 Page 1 of 11 Documents Date: 0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST REMOVE ELECTRIC INFRASTRUCTURE 11.0 Each 1,700.00 18,700 REMOVE SM RD SN SUP&AM 9.0 Each 112.00 1,008 i Div. 03 - Concrete Cast-In-Place Concrete (Site) 1,717,813 P.C. VALLEY GUTTERS 168.0 SY 150.00 25,200 CONC CURB &GUTTER (TY II) 113.0 LF 28.00 3,164 CONC CURB (TY F3) 583.0 LF 294.00 171,402 CONC CURB (RIBBON) I 9,562.0 LF 21.00 200,802 DRIVEWAYS (CONC) 926.0 SY 111.00 102,786 CONC SIDEWALK (5") 5,530.0 SY 90.00 497,700 RIPRAP (MOW STRIP) (4 IN) 93.4 CY 760.00 70,984 CURB RAMP (TY 7) 2.0 Each 2,800.00 5,600 RIPRAP (CONC) (4 IN) 35.0 CY 900.00 31,500 WINGWALL(FW-0) (HW=8 FT) 1.0 Each 20,300.00 20,300 WINGWALL (PW-1) (HW=5 FT) 4.0 Each 16,370.00 65,480 WINGWALL (PW-1) (HW=8 FT) 1.0 Each 28,200.00 28,200 DRILL SHAFT (24 IN) 120.0 LF 350.00 42,000 DRILL SHAFT (30 IN) 248.0 LF 420.00 104,160 DRILL SHAFT (36 IN) 150.0 LF 358.00 53,700 CL C CONC (ABUT) 13.4 CY 1,550.00 20,770 CL C CONC (FOOTING) 2.0 LF 1,400.00 2,800 CL C CONC (MISC) 25.0 LF 1,385.00 34,625 RAIL (TY T411) 920.0 LF 225.00 207,000 RIPRAP (MOW STRIP)(4 IN) 39.0 LF 760.00 29,640 04 - Masonry 672,058 Masonry/ Stone 672,OS8 RETAINING WALL(STONE) 9,663.0 SF 58.00 560,454 LIMESTONE FLAGSTONE PAVING 83.0 SY 224.00 18,592 LIMESTONE QUARRY BLOCK 116.0 Each 354.00 41,064 LIMESTONE QUARRY BLOCK (STOCKPILE) 67.0 Each 84.00 5,628 LIMESTONE QUARRY BLOCK AND POST FENCE 528.0 LF 30.00 15,840 RIPRAP (STONE PROTECTION 18 IN) 152.0 CY 195.00 29,640 RIPRAP (STONE PROTECTION 18 IN) 3.0 CY 280.00 840 Harrell Parkway 1A.1 100% GMP Estimate Date:0710912024 3023148 Page 2 of 11 Documents Date:0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST Structural/Miscellaneous Steel - Erection 812,026 RAIL (TY C411) 146.0 LF 350.00 51,100 RAIL(HANDRAIL) (TY F) 1,539.0 LF 207.00 318,573 POST AND CABLE FENCE 1,558.0 LF 28.00 43,624 MTL W-BEAM GD FEN (TIM POST) 1,890.5 LF 34.00 64,277 MTL BEAM GD FEN TRANS (TL2) 8.0 2,800.00 22,400 DOWNSTREAM ANCHOR TERMINAL SECTION 1.0 2,185.00 2,185 MTL BM GD FEN (LONG SPAN SYSTEM) 200.0 39.00 7,800 GUARDRAIL END TREATMENT (INSTALL) 11.0 5,000.00 55,000 INSTALL PREFAB PED STL TRUSS BRG SPAN (100 1.0 LS 51,367.50 51,368 FT) INSTALL CON/SPAN B SERIES BRIDGE SYSTEM 1.0 LS 192,700.00 192,700 BARRIER PIPE GATE 1.0 LS 3,000.00 3,000 0• - Finishes 25,555 ! Painting / Wall Coverings 25,555 ANTI-GRAFFITI COATING (PERMNENT-TY III) 20,444.0 SF 1.25 25,555 Div. 26 - Electrical 1,451,679 Electrical 1,451,679 IN RD IL(TY SA) 30S-8 (250W EQ) LED (ALT 1) 23.0 Each 6,500.00 149,500 IN RD IL (TY SA) 40S-8 (250W EQ) LED (ALT 1) 8.0 Each 7,300.00 58,400 CONDT(PVC)(SCH 80)(2") 7,220.0 LF 44.00 317,680 CONDT (PVC)(SCH 80)(4") 6,670.0 LF 76.00 506,920 ELEC CONDR (NO.8) BARE 2,415.0 LF 2.25 5,434 ELEC CONDR (NO.8) INSULATED 4,830.0 LF 3.50 16,905 ELEC CONDR (NO.6) BARE 5,260.0 LF 3.00 15,780 ELEC CONDR (NO.6) INSULATED 10,520.0 LF 4.00 42,080 GROUND BOX TY A (122311)W/APRON 34.0 LF 2,000.00 68,000 QUAZITE GROUND BOX &COVER 12.0 Each 6,000.00 72,000 ELEC SRV TY A 120/240 060(NS)AL(E)PS(U) 3.0 Each 8,700.00 26,100 GROUND BOX (PREPARE) 2.0 Each 940.00 1,880 AESTHETIC LIGHTING FIXTURE & POLE 20.0 Each 7,300.00 ! 146,000 ELECTRICAL INVESTIGATION (ALLOWANCE) i 1.0 LS 1 20,000.00 20,000 ADJUST COMM BOX FOR TIE-IN 1.0 LS 5,000.00 5,000 • . ,773 Earthwork 2,012,765 Harrell Parkway 1A.1 100% GMP Estimate Date: 0710912024 3023148 Page 3 of 11 Documents Date: 0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST EXCAVATION (ROADWAY) 4,188.0 CY 10.00 41,880 EMBANKMENT(FINAL)(DENS CONT)(TY C) 18,923.0 CY 33.00 624,459 FL BS (CMP IN PLC)(TYA GR1&2)(FNAL POS) 10,268.0 CY 49.00 503,132 LIME (HYDRATED LIME (SLURRY)) 598.0 TON/D 330.00 197,340 LIME TRT (EXST MATL)(8") 22,828.0 SY 3.50 79,898 EXCAVATION 7,835.0 CY 10.00 78,350 PRIME COAT (MC-30 OR AE-P) 4,572.0 Gal. 5.50 25,146 D-GR HMA TY-B PG64-22 3,264.0 TON/D 125.00 408,000 D-GR HMA TY-C PG70-22 295.0 TON/D 168.00 49,560 TEMPORARY PAVEMENT (ALLOWANCE) 1.0 Each 5,000.00 5,000 Erosion Control 84,008 ROCK FILTER DAMS(I N STALL)(TY 2) 380.0 LF 26.00 9,880 ROCK FILTER DAMS (REMOVE) 380.0 LF 6.00 2,280 CONSTRUCTION EXITS (INSTALL)(TY I) 420.0 SY 12.00 5,040 CONSTRUCTION EXISTIS (REMOVAL) 420.0 SY 6.00 2,520 TEMP SEDMT CONT FENCE (INSTALL) 4,443.0 LF 4.50 19,994 TEMP SEDMT CONT FENCE (REMOVAL) 4,443.0 LF 0.75 3,332 BIODEG EROSN CONT LOGS (INSTL)(12") 96.0 LF 6.00 576 BIODEG EROSN CONT LOGS (REMOVAL) 96.0 LF 1.00 96 TREE PROTECTION 79.0 Each 510.00 40,290 Exterior r Traffic Markings/Signage 121,770 WK ZN PAV MARK SHT TERM (TAB) TY W 161.0 Each 9.00 1,449 WK ZN PAV MARK SHT TERM (TAB) TY Y-2 584.0 Each 11.00 6,424 IN SM RD SN SUP&AM TYBWG(1)SA(P) 6.0 Each 1,090.00 6,540 RELOCATE SM RD SN SUP&AM TY TWT 9.0 Each 475.00 4,275 INSTL DEL ASSM (D-SW)SZ (BR)CTB (BI) 16.0 Each 34.00 544 INSTL DEL ASSM (D-SW)SZ (BR)GF1 (BI) -F 42.0 Each 85.00 3,570 INSTL OM ASSM (OM-2Y)(WC)GND 3.0 Each 170.00 j 510 REFL PAV MRK TY I (W)8"(DOT) (90MIL) 42.0 LF 12.00 504 REFL PAV MRK TY I (W)8"(SLD) (90MIL) 500.0 LF 3.00 1,500 REFL PAV MRK TY I (W)12"(SLD) (90MIL) 50.0 LF 12.00 600 REFL PAV MRK TY I (W)24"(SLD) (90MIL) 139.0 LF 28.00 3,892 REFL PAV MRK TY I (W)(ARROW)(90MIL) 5.0 Each 340.00 1,700 REFL PAV MRK TY I (W)(WORD)(90MIL) 5.0 Each 420.00 2,100 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 4 of 11 Documents Date: 06/1412024 ITEM QUANTITY I UM UNIT COST TOTAL COST i REFL PAV MRK TY I (Y)12"(SLD)(90MIL) 338.0 LF 4.50 1,521 REFL PAV MRK TY II (W)6"(SLD) 1,587.0 LF 1.00 1,587 REFL PAV MRK TY II (Y)6"(SLD) 1,612.0 LF 1.00 1,612 RE PM W/RET REQ TY I (Y)6"(SLD)(90MIL) 10,074.0 LF 1.25 12,592 INSTL RDSD FLSH BCN ASSM (SOLAR PWRD) 2.0 Each 15,700.00 31,400 PED DETECT PUSH BUTTON (STANDARD) 2.0 Each 5,825.00 11,650 IN BIDGE MNT CLEARANCE SGN ASSM(TY N) 2.0 Each 4,400.00 8,800 LED ROADSIDE SIGN 2.0 Each 9,500.00 19,000 Retaining Walls 1,088,881 RETAINING WALL(MSE) 10,781.0 SF 101.00 1,088,881 Landscaping/Irrigation 146,666 CONDT (PVC) (SCH 80)(4") 198.0 LF 98.00 19,404 FURNISHING AND PLACING TOPSOIL (4") 24,231.0 SY 3.00 72,693 BLOCK SODDING 787.0 SY 9.00 7,083 BROADCAST SEED (PERM)(RURAL)(CLAY) 24,231.0 SY 0.25 6,058 BROADCAST SEED (TEMP)(WARM) 24,231.0 SY 0.25 6,058 IRRIGATION REPAIR ALLOWANCE 1.0 LS 25,000.00 25,000 MULCH 305.0 SF 34.00 10,370 Div. 33 - Utilities 708,3991, Site Utilities 708,399 TRENCH EXCAVATION PROTECTION 211.0 LF 15.00 3,165 CONC BOX CULV (3 FT X 2 FT) 147.0 LF 365.00 53,655 CONC BOX CULV (4 FT X 2 FT) 95.0 LF 435.00 411325 CONC BOX CULV (4 FT X 3 FT) 180.0 LF 460.00 82,800 CONC BOX CULV (5 FT X 3 FT) 182.0 LF 590.00 107,380 CONC BOX CULV (9 FT X 4 FT) 270.0 LF 1,015.00 274,050 RC PIPE (CL III)(18 IN) 143.0 LF 72.00 10,296 RC PIPE (CL III)(24 IN) 82.0 LF 91.00 7,462 INLET (COMPL)(PAZD)(RC)(3FTX3FT) 1.0 Each 7,790.00 7,790 SET(TY I)(S=3 FT)(HW=3FT)(4:1)(C) 2.0 Each 4,320.00 8,640 SET(TY I)(S=3 FT)(HW=4FT)(4:1)(C) 2.0 Each 5,700.00 11,400 SET (TY I)(S=5 FT)(HW=4FT)(4:1)(C) 4.0 Each 7,400.00 29,600 SET (TY I)(S=5 FT)(HW=5FT)(4:1)(C) 2.0 Each 9,050.00 18,100 SET (TY I)(S=5 FT)(HW=6FT)(4:1)(C) 1.0 Each 25,600.00 25,600 Harrell Parkway 1A.1 100% GMP Estimate Date: 0710912024 3023148 Page 5 of 11 Documents Date: 0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST SET (TY II)(18 IN)(RCP)(3:1)(C) 1.0 Each 2,550.00 2,550 PIPE UNDERDRAINS (TY 6)(6") (RETAINING 1,272.0 LF 13.00 16,536 WALL) 1 - 4-- SET(TY 11)(24 IN)(RC P)(4:1)(C) 2.0 Each 4,025.00 8,050 Water and Reclaim Water Relocations . , 1,649,947 Div. 33 - Utilities 1,649,947 Site Utilities 1,649,947 MOBILIZATION 1.0 LS 130,000.00 130,000 ENCASEMENT PIPE 16" DIA., STEEL, (3/8" 105.0 LF 145.00 15,225 THICKNESS) ENCASEMENT PIPE 18" DIA., STEEL, (3/8" 200.0 LF 165.00 33,000 THICKNESS) ENCASEMENT PIPE 24" DIA., STEEL, (7/16" 94,0 LF 235.00 22,090 THICKNESS) ENCASEMENT PIPE 30" DIA., STEEL, (7/16" 109.0 LF 466.00 50,794 THICKNESS) NEW MANHOLE CONSTRUCTION, 48" DIA. 1.0 Each 21,705.00 21,705 NEW MANHOLE CONSTRUCTION, 48" DIA. (CIP) 1.0 Each 22,100.00 22,100 TRENCH SAFETY 6,842.0 LF 1.50 10,263 PIPE, 2" DIA., HDPE 213.0 LF 60.00 12,780 PIPE, 12" DIA., DI CL 350, W/RESTRAINED 294.0 LF 166.00 48,804 JOINTS PIPE, 15" DIA., PVC SDR-26 422.0 LF 120.00 50,640 PIPE, 15" DIA., PVC SDR-26, W/RESTRAINED 109.0 LF 192.00 20,928 JOINTS PIPE, 4" DIA., DI CL 350, W/RESTRAINED JOINTS 122.0 LF 111.00 13,542 PIPE, 6" DIA., DI CL 350, W/RESTRAINED JOINTS 441.0 LF 103.00 45,423 PIPE, 8" DIA., DI CL 350 2,166.0 LF 98.00 212,268 PIPE, 8" DIA., DI CL 350, W/ RESTRAINED 3,075.0 LF 100.00 307,500 JOINTS WET CONNECTIONS, 4" DIA. X 4" DIA. 2.0 Each 1,460.00 2,920 WET CONNECTIONS, 6" DIA. X 6" DIA. ! 4.0 Each 2,180.00 8,720 WET CONNECTIONS, 8" DIA. X 8" DIA. 6.0 Each 2,665.00 15,990 WET CONNECTIONS, 12" DIA. X 12" DIA. 7.0 Each 4,590.00 32,130 PRESSURE TAPS, 24" DIA. X 12" DIA. 1.0 Each 31,400.00 j 31,400 DUCTILE IRON FITTINGS 4 INCH THOUGH 24 5.5 TON/D 7,800.00 42,900 INCH RECONNECTING LATERAL SERVICE TO EXISTING 1.0 Each 3,900.00 3,900 PIPE (4" DIA RESUSE SERVICE) CONCRETE TRENCH CAP. (2 FT WIDTH) 20.0 LF 56.00 1,120 Harrell Parkway 1A.1 100% GMP Estimate Date: 0710912024 3023148 Page 6 of 11 Documents Date: 0 611 412 02 4 ITEM QUANTITY I UM UNIT COST TOTAL COST VALVES, GATE, 6" DIAMETER 16.0 Each 2,295.00 36,720 VALVES, GATE, 8" DIAMETER 23.0 Each 3,145.00 I 72,335 VALVES, GATE, 12" DIAMETER 2.0 Each 5,035.00 10,070 FIRE HYDRANTS 11.0 Each 8,000.00 88,000 DRAIN VALVE 1.0 Each 6,700.00 6,700 AIR RELEASE VALVE 1" 1.0 Each 6,250.00 6,250 SPLIT ENCASEMENT PIPE 42" (STEEL) 125.0 LF 1,580.00 197,500 CONNECT TO EXISTING 48" DIA WASTEWATER MANHOLE 1.0 Each 6,885.00 6,885 j WASTEWATER BYPASS 1.0 LS 25,445.00 25,445(-- RESTRAIN EXISTING PIPE, 12" DIA 2.0 Each 12,650.00 25,300 RESTRAIN EXISTING PIPE 24" DIA 2.0 Each 9,300.00 18,600 Multi-Purpose 12,466,116 RequirementsDiv. 01 General i General Conditions 379,000 MOBILIZATION 1.0 LS 379,000.00 379,000 Div. 02 - Existing Conditions 16,750 Demolition 16,750 SITE DEMOLITION 1.0 LS 16,750.00 16,750 Div. Cast-In-Place Concrete (Site) 1,541,822 ADA CURB RAMPS 2.0 Each 2,720.00 5,440 3' VALLEY GUTTER 698.0 LF 57.00 39,786 CONC CURB (RIBBON) 4,611.0 LF 22.00 101,442 CONC CURB &GUTTER (TY II) 7,374.0 LF 24.00 176,976 4" CONCRETE SIDEWALK 56,475.0 SF 10.00 564,750 FOUNDATIONS 1.0 LS 300,000.00 300,000 HEAVY DUTY CONCRETE 624.0 SY 95.00 59,280 STAMPED CONCRETE 7,872.0 SF 16.00 125,952 CONCRETE STAIRS 1.0 LS 20,000.00 20,000 ENHANCED PAVEMENT 8,033.0 SF 12.00 96,396 TRICKLE CHANNEL 3,700.0 SF 14.00 51,800 Harrell Parkway IA.1 100% GMP Estimate Date:07109/2024 3023148 Page 7 of 11 Documents Date:0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST Masonry/ Stone 974,180 ROCK QUARRY RETAINING WALL 9,736.0 SF 85.00 827,560 ROCK RIP-RAP (D50 12") 70.0 SY 166.00 11,620 SIGN MONUMENT (ALLOWANCE) 1.0 Each 135,000.00 135,000 • 1,403,000 Electrical 1,403,000 MUSCO SPORTS LIGHTING 1.0 LS 140,000.00 140,000 PARKING LOT LIGHTING 1.0 LS 319,000.00 319,000 SWITCHGEAR 1.0 LS 263,000.00 263,000 BRANCH CIRCUIT WIRING 1.0 LS 308,000.00 308,000 ELECTRICAL ENCLOSURE (ALLOWANCE) 1.0 LS 120,000.00 120,000 PRIMARY ELECTRICAL CONNECTION (FORT 1.0 LS 102,000.00 102,000 BRANCH) (ALLOWANCEO TUNNEL LIGHTING AND CONTROLS 1.0 LS 151,000.00 151,000 Div. 31 - Earthwork 4,564,937 Earthwork 4,554,537 ADDITIONAL SANDY LOAM FOR FIELDS 10,000.0 CY 10.00 100,000 CRUSHED LIMESTONE BASE MATERIAL TYPE A 10,210.0 CY 42.00 428,820 GR1-2 POND EXCAVATION 9,621.0 CY 10.00 96,210 SITE EXCAVATION 11,083.0 CY 12.00 132,996 SITE FILL 86,571.0 CY 15.00 1,298,565 HOT MIX ASPHALT CONCRETE TXDOT 340 TYPE C 3,444.0 TON/D 145.00 499,380 ROTOTILL NATURAL TURF PROFILE 3,373.0 CY 67.00 225,991 STABILIZED/BASE SUBGRADE (FIELDS) 64,000.0 TON/D 26.50 1,696,000 SUBGRADE PREP 30,630.0 TON/D 2.50 76,575 Erosion Control 10,400 INLET PROTECTION 14.0.0 Each ! 120.00 1,680 TREE PROTECTION 15.0 LF 12.00 180 CONSTRUCTION ENTRANCE 1.0 Each 1,700.00 1,700 SILT FENCE 1,710.0 LF 4.00 6,840 • 2,700,772 Traffic Markings/Signage 83,524 WHEEL STOPS 259.0 Each 116.00 30,044 SIGN POSTS 24.0 Each 695.00 16,680 Harrell Parkway 1A.1 100% GMP Estimate Date:0710912024 3023148 Page 8 of 11 Documents Date:0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST BOLLARDS 8.0 Each 2,100.00 16,800 STRIPING 1.0 LS 20,000.00 20,000 Fences/ Gates 315,898 ADA HAND RAILING 460.0 LF 190.00 87,400 AMERISTAR FENCING 2,374.0 LF 96.25 228,498 Landscaping/Irrigation �- 2,301,350 LANDSCAPE BOULDERS 27.0 Each 753.88 20,355 STEEL EDGING 211.0 Each 8.06 1,701 SHADE TREES - 3" CALIPER 215.0 Each 225.00 48,375 ORNAMENTAL TREES - 1.5"-3" CANES 27.0 Each 225.00 6,075 SHRUBS - 5 GAL 913.0 Each 29.00 26,477 GROUND COVER - 1 GAL 8,578.0 SF 8.50 72,913 SOD 13,263.0 SY 6.95 92,178 HARDWOOD MULCH 1,303.0 CY 65.55 85,412 TOPSOIL 1,474.0 CY 68.10 100,379 BED PREP 1,303.0 CY 76.12 99,184 IRRIGATION 1.0 LS 328,589.50 328,590 NATURAL TURF PROFILE 30,479.0 SY 46.58 1,419,712 Div. Site Utilities 885,656 12" HDPE 160.0 LF 65.00 10,400 6" HDPE 478.0 LF 49.00 23,422 RC PIPE (CL III)(18 IN) 1,273.0 LS 65.00 82,745 RC PIPE (CL III)(24 IN) - 631.0 LF 90.00 56,790 RC PIPE (CL III)(30 IN) 144.0 LF 115.00 16,560 RC PIPE (CL III)(36 IN) 526.0 LF 164.00 86,264 RC PIPE (CL III)(42 IN) 475.0 LF 220.00 104,500 5' MANHOLE 1.0 Each 8,250.00 8,250 6' MANHOLE 1.0 Each 9,935.00 1 9,935 4' X 4' JUNCTION BOX 2.0 Each 6,190.00 12,380 5' X 5' JUNCTION BOX 1.0 Each I 8,325.00 8,325 6' X 6' JUNCTION BOX 2.0 Each 9,395.00 18,790 10' CURB INLET 5.0 Each 7,050.00 35,250 15' CURB INLET 3.0 Each 11,500.00 34,500 Harrell Parkway 1A.1 100% GMP Estimate Date:07/09/2024 3023148 Page 9 of 11 Documents Date:06/14/2024 ITEM QUANTITY I UM UNIT COST TOTAL COST XX X AREA INLET 1.0 Each 6,500.00 6,500 XX 3' GRATE INLET 3.0 Each 5,590.00 16,770 4' X 4' GRATE INLET 1.0 Each 6,920.00 6,920 18" SET 3:1 1.0 Each 2,380.00 2,380 42" SET 4:1 1.0 Each 15,875.00 15,875 DURASLOPE CATCH BASIN 6.0 Each 1,500.00 9,000 DURASLOPE SLOTTED GRATE (2' L) 194.0 Each 1,250.00 242,500 DURASLOPE TRENCH (4' L) 97.0 Each 800.00 77,600 General Requirements 594,833 594,833 Div. 01 - General Requirements 594,833 General Requirements 594,833 As-Builts/ Drawings 6.0 Sets 378.88 2,273 Job Photos/Videos 7.0 Mos 148.36 1,039 Arial Photos 7.0 Mos 351.81 2,463 Water, Ice, &Cups (for Field) 7.0 Mos 540.28 31782 First Aid Kits 4.0 Each 324.75 1,299 General Safety Supplies 7.0 Mos 216.50 1,516 Fire Extinguishers 1.0 LS 2,000.00 2,000 Temp. Water Meter 4.0 Each 433.00 1,732 Lunch Area (MA) 1.0 LS 15,000.00 15,000 Storage Containers - Rental (Conex) 30.0 Mos 450.00 13,500 Temp. Storage - Delivery/ Pickup Fees 1.0 LS 4,000.00 4,000 Portable Toilets - Rental &Handwash (10ea) 70.0 Mos 194.85 13,640 Backhoe - Rental (Incl. Maint) 7.0 Mos 9,552.27 66,866 UN's (Incl. Maint) 7.0 Mos 7,928.52 55,500 Misc. Fuel, Oil, &Grease 7.0 Mos 270.62 1,894 Misc. Small Tools 1.0 LS 16,237.50 16,238 Temp. Fencing - Rental (6' h Chain Link Fence w/ 15,000.0 LF 8.00 120,000 Driven Posts) Project Signs (SpawGlass) 4.0 Each 1,267.95 5,072 OSHA Required Signs 1.0 Each 1,182.78 1,183 Surveying Supplies 32.0 Wks 64.95 2,078 Licensed Professional Certified Survey Initial 1.0 Each 3,000.00 3,000 Licensed Professional Certified Survey (Final) 1.0 Each 3,000.00 3,000 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 10 of 11 Documents Date: 0 611 412 02 4 ITEM QUANTITY I UM UNIT COST TOTAL COST Licensed Professional Certified Survey (Intial 1.0 LS 4,500.00 4,500 Control Points) Onsite Misc Labor 64.0 Wks 1,450.00 92,800 Street Cleaning 32.0 Wks 1,732.00 55,424 Final Cleaning - Site 240,768.0 SF 0.15 36,115 Trash Dumpsters (40 Yd.) - Pulls 75.0 Each 541.25 40,594 Dust Control EQ 7.0 Mos 1,714.12 11,999 Surface Water Pumping / Dewatering 7.0 Mos 1,714.12 11,999 Project Milestone Events 1.0 LS 4,330.00 4,330 Total - Direct Costs $ 24,352,224 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 11 of 11 Documents Date: 06/1412024 ® General Conditions Name: City of Round Rock-OSP 8 Duration(Mos): 33.0 Project#: i. Location: Duration(Wks): 143.0 Total From GRs GL BR Bond Type: Bid Dale: Total GCs: $ 3,878,755 $ 51,728.08 $ 1,055,600.00 $ 210,000.00 $ 896,368.00 Gross Area(SF(. Priced By: Paden Cost/Mo: 5 117,538 6,092,450.66 4.35% USE: 6,093,000.00 Template updated on.1012012022 8.250% l-rat+•,S.,I,.f:,x HSI+• Labor Labor Total Material Material Total Subcontract Subcontract Equipment Equipment Total Total By Description Quantity Unit Unit Price Iw/Burdenl Unit Price lwl Sales Taxi Unit Price Total Unit Price w S:0-Tri, Total Category Project Personnel Operations Manager Wks 2,500.00 - ProjectExecutive-Tyler Wenzel - Wks 3,395.00 Sr.Project Manager-Parker 1430 Wks 2,900.00 566,314 566,314_ Assistant Project Manager-Field/Site 143.0 Wks 2,540.00 496,013 __ 496,013_ Assistant Project Manager-Roadway_ 77.4 Wks 1,545.00 163.303 163,303 Sc Superintendent-Hamson 143.0 Wks 3,330.00 650,285 ___ 650,285 Superintendent-TBD _ _143.0 Wks 2,600.00 507,730 ___507,730 Superintendent-TBD - Wks 2,860.00 - Assistant Superintendent-TBD 94.6 Wks 7,100.00 271,290 271.290 Assistant Superintendent-TBD _ 64.5 Wks 2,100.00 184,971 - 184,971 Assistant Superintendent-TBD - Wks 1,600.00 - - - - PMA -- -- Wks --- 650.00 - ProjectEngineer/Expeditor Wks 1,100.00 Submittal Clerk/FSS 143.0 Wks 1,200.00 234,337 234,331 Quality Control Manager Wks 2,000.00 Quality Control-Architectural Wks _ 1.600.00 - QualkyControl-SWctural Wks 1,600.00 _ Quality Control-MEP Wks 1,600.00 - Prof.Safety Coordinator(PSC)/Safety Proctor 143.0 Wks _ 2,000.00 390,562 - ProjectSafetyAssistant(PSA) Wks 1,650.00 - - - MEP Coordinator/Specialist-Dayton-OPP.GRs/COW - Wks 2.586.00 - LEED Coordinator Wks _ 1,400.00 -- BIM Engineer - Wks 1 450.00 - Scheduler Wks 2.000.00 Safety Engineer(Consultant) 2000. Hrs 100.00 21.650 21,650 Structural Engineer(Consultant) Hrs 125.00 - Mechanical Engineer(Consultant) Itrs - 150.00 - - - - IN COW Waterproofing/Building Envelope(Consultant) Hr= 125.00 Add Line - -- --subtotal: - - 3,406 454 Misc.Expenses for Project Personnel Computers($180 per person per month) 231.0 M., 300.00 75,017 Cell Phones _ X1_0 Wks 88.00 22,005 22,00b \F Vehicle Allowances _ _ Wks 300.00 v'+ Parking Allowances LS 16.000.00 - - NA Relocation Expenses(Out of Town) Each 1.500.00 NA Housing Allowances(Out of Town) _ _ Wks 275.00 - NA Living/Per Diem Allowances(Out of Town) Wks 175,00 - ____ NA Travel Allowance-President(Out of Town) Taps 500,00 NA Travel Allowance-Ops.Mi(Out of Town) Traps 500.00 NA Travel Allowance-Prq.E1 .(Out of Town) Trips 500.00 Add Line 0330 Construction DacumentatlonConstruction Documents(BlueprM ro. Sets 35000 3.789 3,789 Construction Documents(CDs) LS 5000 75.00As-Built Documents Sets 50000 1.624 1,324 COW/BIM CAD Generated As-Built Documents LS 15.00000P6 Schetluling SoNware Mos 19500 6.966 8,988 Construction Schedules(Calor Copies) Mos 50.00 - Project Reference Manuals LS - 1.500.00 1.624 - - 1,824 Digital Cameras _ Each _ 250.00 Video Cameras Each500.00 - __--_- _- Jab Photos/Videos Mos. 100.00 - MV in COW as GF Professional Aerial Photos Mos325.00 11,610 11,610 Add Line _- Subtotal: - -- - - - - - -- 25,812 Health b Safety _ - First Aid Kits(for Office Trailers) Eacfr 300.00 650 650 First Aid Supplies(for Office Trailers) Mw - 200.00 7,145 - - 7,145 Coll OSP-General Conditions Paps 1 st2 Generai Condl,ons -- -- Temp.fire Extinguishers(tor Office Trailers) " 19.9 Each - 65.00 704 - - 704 Add Line - - 8,498 - Temp.Utilities - -- - _ GC Only.SITE GF Electric Power Consume.(for Office Trailers) Mos - 500.00 1 7,861 GC Only,SITE GF Temp.Water Meter(for Office Trailers) _Each 400.00 433 433 -_. GC Only.SITE GF Water Consumption(tor Office Trailers) - Mas _- - 250.00 8.931 8,831 Add Line _Subtotal -- -- - - - - _. _ 27,225 Field Office 11GStaf1 - Office Trailers-Mobilization 8 Demobilization �. 2.0 Each - 10,000.00 21.650 - - 21,850 Office Trailers-Setup/Takedown(Incl.Steps B Land.) _ 1.0 Each 1.400.00_ 2.069 1,000.00__ 1.083 _ - ___ 3,152 Office Tracers-Rental(13 months per year) .0 Mos - 2,200.00 78.590 - 700.00 25,006 103,595 Furniture-Rental(13 months per year) Mos 200.00 - _ Desks,Tables,8 Chairs 8.0 LS - 1,500.00 9.143 9,743 File Cabinets Each _ - 250.00 - Plans Racks Each 500.00 Copy Machines/Scanners-Rental - _ .0 Mos 450.00 16,075 _ 16,075 Fax Machines-Rental Mas 50.00 _ Office 8 Janitorial-Supplies(Incl.Copier Paper) Mas - 400.00 14,289 - - 14.289 Computers - Each - 280.00 - - - - Printers Each 250.00 Refrigerators Each __ - 500.00_ 541 - - 541 Microwaves _ Each 150.00 _ 162 _ 162 Coffee Machines Each _ 125.00 135 135 Water Coolers-Water 8 Rental Mos 165.00 5,894 5,894_ Ice Machines-Rental ,. 33.0 Mos - 200.00 -�-7,145 _ -- - 7_,_1_45 _ Telephone Systems Each 900.00 - Telephone Line Charges - 88.00 _. ._. - _. Long Distance Charges Mos - 200.00 - - _-_ - Internet Setup Costs(Includes Setup Service 8 Hardware Pkg; LS - 3.000.00 3,248 - _ - 3,248 Internet Service Charges Mos 650.00 23.220 _ --_-_ ._ .. __ 23,220 iPAD Data Charges Mos 50.00 � - Jobsae Radios-Rental Mas 40.00 _ - Delivery/Courier Services Mos 300.00 10,717 - - 10,717 Postage/Shipping Expenses - Mos - 200.00 7.145 7.145 Select Fill Pads for Office TrsAersSF 2.00 - Add Line Suhtotar. Field Offices(Owner) - --- -- - --_-- . Subtotal Tamp.Sanitary Facilities Temp.Signage In GRs Project Sign(SpawGlass) Each 125.00 __1,000.00 In GRs Project Sign(Owner) Each 125.00 - 1.000.00 OSHA Required Signs LS 250.00 739 75.0.00 1,624 2,363 - Add Lme _ Subtotal. Mobilization Demobilization --- _ --�--- ----""--- ' Subtotal. Miscellenaous _ Project Milestone Events 3.0 LS - I ____ 1.500.00 4.871 - 4.871 Partnering Costs LS 3,000.00 - - Employee Identification S em LS 1,000,00 Temp.Use of E>astin�levators - M<,s _ 2,500,00 _ Add Line - - Subtotal. - - - - - -�- - - - _ 71 Total General Conditions. 5 3,467,612 3 306,1361 S 25.006 S 3,878,755 S 3,878,755 CoR OSI=-General Condd.- ,.:�z z General Conmaons Nambx 1 2 3 4 Harrell Parksca% -Multi-Purpose Field,Parking Lit.bighting,and Landscape P y A,I.tln GnddK,- Cn.... 1Ore.n FO.14, BP.P01... CDn1.c1 P.,.on: -IwIP Ad-KIIP94m.nn CM.PWM.. NdRONr RdeRpy.i 3A.1 Harrell Pkwy 100%GMP Em.O _ cP.m a.l®IaWLWUL,na,I. Pnan.6: 512.53531.5 512 2d1-0600 512-#$0.3755 512.5.3.07.. E.11m.1oF. KH.IPIer RDdngue: 1-11101 3013148 B..1 C49nbin.tldn Bldg A,- NIA Bld Del.: 612712024 Not. COMBS S- 10.1 S lol No1.. Co.l S TmIl NNes CORS Ta191 G..5 Bla Tm.: 2:oo PM Qly I P... I A- BID AMOUNT Tail917.clButlon. ELECTRIcuIneua.e hN�eee --d PLAYING FIELDS Induae0 Ineaeed Y Included ROADWAY I-1-d y In I-d YIrnuaed UTILITIES yI Mucea Irduoed Tree.SGdK,I c IC.I.I nO: LLM AE" DESCRIPTION RR 100 CORR 100 MOBILIZATION 1GG LS $ 711 w448 E 717044 JP I Md 3 520.00.00 S 5]0.00000 Aea> 3 379,000.00 $ 119 All $ 810.DOD 00 5 810.000 OG AEd> S Ie.Go f 40000' ED, DIV 16 ELECTRICAL MUSCO SPORTS LIGHTING 100 LS $ ]1..0000= b III GO,GO I A> S 180,e... S 160.00000 Md-> S 140000.00 S -I Ma-> S 133.DOC 00 S 133,00000 y Add> S 180000.00_5 so DO E01 DIV 16 ELECTRICAL PARKING LUT LIGHTING 1.00 LS S 1].56500 5 136.565 G0 Y M > 3 36D DOC GG S 360,00090 Y s 319000.GO S 3-1 1 y M > 5 30000000 5 3G0.DOD 00 r Add-> 5 ]80,000.00 S nomr,'. E03 DIV 16 ELECTRICA. SWITCHGEAR - 1 D LS 5 MSD 00 E 713,150.00 Y Md> S DOG DOE 00 S 300.000 G:" Ma-> S 263000.00 S 263 1 Add> S 25000000 $ 250.DOB Go y Add-> f 300,000.00 S MO ODII E04 DIV 16ELECTRICALFOUNDATIONS 1 D LS $ 190000 S ]1,100.00 Y Aaa> 3 335.000 DG S 335.0 Md f 300.DOCW S 310. Md-> S 278.000 Go S 215.00000 y Add-> f 275 NO S 2750011 Eos DIV 16-ELECTRICAL BRANCH CIRCUIT WIRING 1Go LS S 15150001 5 1IT.SwW Y Add.. S 350000 OC S 01. Add->_ S 300.00000 5 31 Md 5 190.000 GD f 290 D.Go y MI f 350.000.00 S nee.C E06 DIV 16-ELECTHCA: TUNNELLGHTINNG AND CONTROLS _1GO LS S 15150001 5 157500.00 Y Al-> f 110.00000 $ OD" -Add- $ 151.00090 $ ,s Ma 5 114.000 GO S 141.DOC 00 Y Aee->_ S 1TO.Ow GO S 11000000 Cn1 STAMPED CONCRETE 781100 SF S 1165 f 107452.50 Y Add S r _ _ __. 1600 f 1259>. Ma 3 1601 f t1> Mo> S 14.00 S 110.101 00 Add.a $ 12.00 S 91!w 00 101 HOT MIX ASI CONCHET-XDoi 340 TYPE C 1.441 OC y y -. _ LUN $ 12600 E JJ].w400 Y Add-> 3 16500 f S6P 15:' Me � f 14500 f d0'I� y Md�> t 1]5.00 S _ _- -__ _ 4151]2 GG Y Ma�> f 15iA] f 542 INN 103 - CRUSHED LIMESTONE BASE MATERIAL TYPEAGNI-2 10.11000 CY S 5565 5 568.186.50 Y AGO 7, S "DOD f 1.123.100'.: i Md $ 4200 $ 4281. y Asd> S 5000 $ 510.500.00 y A00-> 3 56.75 3 529417. C04 - HEAVY DUTYLGNCRETE 621 ED Sv 5 21000.E 131... Y Aaa->_ _S 95 ED $ 59.161': Ma-> S 9500 $ 11 y Add-1 S 11600 S 22,3Bd 00 y Asa-> $ III S 55,52000 --cos - WHEEL STOPS(STAKED) 25900 EA 5 210.00 5 5 1m. Y Aaa-> $ _ -- _ 1]o Do S J361c... Me-, s 430.00 s J9,., _. __ _ _ - -_ -__ _ Add_> _ S I6o Do s 41 La00D MO�> f 150.00 $ 38.850.00 _ _ _ Me-> S loan S_n, Me>_ S 1000 f 564.- r Aad> s 6. S 41100000 C06 4�CONCRETE sIOEWALK se. s oo IF s 6w s 414.310.0) Me->__ s e 5c s Neo 131 _ _ col ADA CURB BANPS x.00 Ell s 2.52500 f _ 529000 AKI f 350000 $ _7mC Md> $ 2720 00 S <. Md=> S 309500 S 61No Do Y Asa> S 210000_3_ 540000 c06 SIGNPOSTS _ 2.00, EA s 52.50 f 126000 Y d>_ f 15000 S 16UC0 Me> f 895 Go $ 16 Md-> s »s 0o s 11 me Do y Md-> S 55000 f 43.20000 109 ADA HAND HAILING - ___ y - 4600] l= 5 10500 f 48.30000 r Ma-> s 210.00 3 110.00 Pluy> s I. s _-_. _ - Y Ma-> s zoa Do s esfieo 0o y Add�> S 190.00 s 47100 00 110 3'WIDE VALLEY GG-TER 69I 00 LF $ 4200'5 29.31fi GG Aea-> Aoe> l� ,- __- _ Y ',. S_ 8500 S 15.310� S 5100 S $ 111 G0 $ 89.210 00 y Aaa-> S 11000 S )67#$00 4.6.100 LF 5 3150 E 145Nfi 50 Y Aea-> S 2500 $ 1!5211-I� 16-,.n y Ma> S 2300 3 106,05300 Ctl � .GONG CURB RIBBON) _ _. nee-> S 2200 S � y Aaa-> $ 20.00 S 92.220.00 ]374 DO 193.567 50 147400 9C 11F' y Am! f 15 Go S 251090 DO 112 '- COrvC CURB 6 GUTTER(TY III _ L= f 2625 E Y AOd-> f 2000 f nee S 2400 S Md-> -. _- .... 1 .. -> r s ma) s 147.480 GO 013 - -SLOPE TRENCH(I'LI 97 00 EA $ 892 50 E So 512 50 _ _ Y+ Add-> S 99000 f 96.0]000 Y y-> S BOO DO 5 _ Add�> 5 too 00 S 1.180 Go y Add�> s _#$).DD S es.w6Do r 91 G0 EA S 68150 f 1321050) Y 1 AOd-> f 1,21100 s 25_2.200.0_0 N Pluq-> S 1,2s0oo S .., v Aad�> $ 43300 S 91.390 Go y Aa.�> S 1.100.D0 S 252.200w 114 DulUSLOPE SLOTTED GHA'E I2 L) _ _ 115 - GUNASLGPE CATCH BASIN 0DC Fn f 136500 3 919000 Y L Am f 1.we Do S raw G0 Nl Plug 5 1,50000 f r Am S 1,30000 S 9,00000 y Add-> S 1,300.00 $ 2.400.00 110 _ 6'HDPE 41S 00 L"- - f 11 1. f 10'-4)0 Y Add-> S 8500 f .00.]0.00 Y Ma-• f 4900 $ 1! S 8400 f 40,15290 Aaa-> S 4500 S 40.8]p00 111 12'11DPE 160 DO L= $ 18900 E 11,14C GO Y 4 Aed-> 5 25000 $ 40000.00 N Pluy S 6500 E r Md> S 11100 S 11.88000 y AaO> S 2.. 3 10.000 GO 11. Y C1. _ -- 1G-RCP 1 273 00 L= 5 12600 $ 1. 00 - q0- - - : a-> j 11000 E 1/0030 00 Y Md-> f 6500 S 02.14500 y nd0�> S 10000 S 12],300 D0 y Aad-> S 11000 S 140030.00 CIS - 24'PC, 63100 LF 3 17325 E 109.32015 Y Add S 150.00 $ 91.65000 Y Aad> $ 9C 0o S SB79U OD y Am $ 13200 S 8329200 y Add-> S 15000 S ....Go C20 - 3D'HCP 144 W LF 3 199 50 E 21129 On Y Add-> f 210.00 i 30.210.W Y Md�> S 115 CO $ is 580 00 _ _ _ Y Add $ 24fi Do S ]5!2400 Y Ma-> S 210005 30.2443• C11 - l9 NCP 526.00 LF $ 20415 S 101.6 Y Add., S 210.00 f 110!40.00 Md> f 1.CO $ 88264 GO Aae> _, _ _ S 200 00 f 105 200 00 Ma-> S 11000 f 110 46 111 - 42-RCP 475.00 LF 5 1'000 S 99.750.00 Y Add.. 1 _ _ f ]10.00 f 141.250.00 Me> f 22000 S w50000 y Aae-a f ]80 OC $ 1.050000 ba-> f 11000 f 11111. cal 5 MANIHOLE 100, FA S 6.91500 E K.GO Y AOe> 9O _ f 6.000.00 f 0,000.00 Md�> 3 0250 CO f .150 CD Add-1 S 9000 GC t 9 000 00 Md-> 3 9.000 00 S 114 MANHOLE 1 GC EA S 1.350 OD $ 7.350.00 Y+ M S 10,00(1 S 10,000.00 I nee S 9.935 00 E 9 935 e>AdS 9 900 CO S 9 900 00 y Aad $ 10 000 00 f 10 OLi 4'X4JUNCTION BOX2 DC EA S A IN G0 $ 16800 BD Y I.. Md> f 7.000.00 3 14,000.00 Y Aad• $ 6,19000 $ 12,38000 y Ada�> S 5950 C0 $ 1190000 y Aad-> $ ).000 C0 $_- 14 ODO 00 126 - 5'X5'JUNCTION BOX IDO EA S 8.92500 E 1,92500 Y ALE-> S Bom D0 $ 8000.00 Y nae> $ 0,325.00 $ 0.325.DG y Aad E 8100 D0 S 1.DO Y Md-> $ 8.00000 $ .,00000 127 - 6'%E'JUNCTION BOX _ IGo EA S 945000 5 19,900. y d 9,501100 $ 19,900.00 Y Ace $ 9.39500 S 10,19000 Y Add S 15 DOC OC $ 3000000 y Md-> f 9.50000 f 19,0)0.00 C28 - 10 CURB IN-ET SDC EA S 7035 10 b 35.115 GO Y Md IS 9,00000 $ 15,000.00 Y Aad E 7.D50 00 S 35.25000 y Add> $ 1080000 S 54 OGD 00 Ma-> S 9DOC 00 S 1500000 129 115CUR8INET 301 EA $ 1350 Co b 2195.00 Add f 15.00000 S 45,00000 Ace f 1'50000 S 14 Do OC .1 me Me> _ _ y Ado->_ S IS OOo 00 S S 15000.00 S 4501'^n' 130 7X3 AREA INL ET - Y t Dc En s 1666 00 5 1 661 OG r Md o f 5000.00 f 5000 DO v nm• t s sac Go s 6 sac CC _- r Ada�> s s9m G0 s 59oc Go y Aae-> s Soap oo s s6" 143 3DO•cRATe Iti,=_T J 9c EA s .6rz sG b 1d 6 150 Ma> f saa o) $ 1310)Bee s s s9D oo s 16»G GG Ma Ade> - r v 11BGDGD ___.. r s sfiac Go s r s 4s)o.w $ ns:- Cl3 - INLET 1DO EA f 525110 5 525000 Ma> Y S 6.500 00 f 8.500 00 v Aeo• S fi.910 0D 3 6.920 00 y Md�> S 6100 00 3 6.100 00 y Ass�> S 8.500.00 3 6.5^� C3315.9ET 31 100 EA f 1.36500 s 1365 G0 _ _ A S JD00 o0 $ 3.000.00 Y S 238000 $ 1.38000Y Add-> S 2.]0000 S 2 30 00 y Ma-> $ 3000.00 S o0C' �- L. 42-SET 4'.1 100 EA S 6,3DO 00 S 630000 Y Am- $ 7.DOC Do $ 7.00000 Y Ad $ 15.87500 S 15.87500 Md> S 910000 $ 940000 y Md-> S 7.000.00 S 7oc, On - ROCK RIP-PAP(DSO tr) To. _ __... __-- _. ____... _-. __ _ _. sv -f 13]10 s n.on.oG r Me> s -- --�_-�_ - 18000 S 1260090 Aea 3 t6fi 00 S 11.62000 Aad-> f 121.00 f 40.40 00 Add-> f 140.00 f 12.fi=' ON - CONCRETE TRICKLE CI4WIEL 3700.00 SF If 1515 S 56770.00 Y Aad> f 1500 $ 55,s00 GG v nca S 1100 S 51 we Go Y Add., S 14. f 5100000 Add> f 1500 f 131 - SITE EXACAVATpi 11,043 GO CY f 10.40 f 116.]71. Y Add> $ 21. $ 11075 GO v Ma 12.. f 13299600 r Add-. $ 1500 f 16624500 y Add-> i 1500 S 1.11` D3. SITE FILL 4551100 CY f 5.25 S 454A.IS Y Aa0> S 12. $ 1036.85200 Y Ali S 15.00 $ 1.295,565 D0 y Add., $ 1650 $ 1 428 421 50 y Add-> f 1630 S 1!26121 s" -_ --- _ _ 133 POND EXCAVATON 9 621 00 LY f 1050 3 16102050 -_- -� - --- _ _ _ _ r Aea-> 3 21.00 f 262.w1 oo r Md � s 10.00 s 9871)0) r Aad-> E zo oc s --.. 192..20.00 r Add> f_ 20.00_f 182.120.00 140 - ROCK QUARRY RETAINING WALL 9.13600. SI f 15150 $ 1.533.420 GC Y Add-> S 11000 S 1070.980.00 N I`l5 as 00 S 127.556430 Y All $ 8000 $ 778.810 Be y Aw 3 10000 S 913800.00 C41 - INLET PROTECTION -- 1400 EA S 113 d0 $ _- _ _ ---- - --_. _._.-. _ _. 1.591 fi0 Y Md-> 19000 f 2880.00 Y Aaa> E 121 DG E 168000 y Aad-> E 11000 S 2.Jw.00 y AOd> $ 18000 S 2.5200_0 C42 - TREE PROTECTION -__.- �_- -_s 15 C0 LF S 4115 S 70.75 Y Ma-> S 130 G0 f 1.95000 v Aaa- E t2 pC E 18000 Y Aaa-> S _ _ _ _ _. _,. _ ttG Do S 785000 v AOa�> f 5500 S 52500 CII - CUNSTRUCTIONENTRANCE 101 En $ 114965 E 144911 v Ma-> S 250000 $ 2.500 00 v Aad � S t 701 CO $ t 101 CO y Add f 3.200 00 S 1200 00 y -- no __.f_ 3_500.00 S 3.50000 cM SILT FENCE 1,10 00 L S 515 S 8,911.50 Aad-> f .00 $ B me GO S 4.. S 6 P4C DO = Y v Asa-> _ _ "7 Add= E 400 $ 6.&090 y b0->- i 800 f 10Iw 00 L01 ENHANCED PANNG B.DO,DO 51 $ 115o S w.640 Add> f III f 125,5x400 PIu4>_ 5 1200 $ ie.196 Add- S 8D) S .,2.00y Al 3 11 GO S 96.398 DD LEI STEEL EDGE _- 211 GO LF 3 135 S 1.530.#$ Y All S 20.00 5 4120 00 N' PI.,> f 6.06 f 1.700.21 AN.. 5 1700 9 3_58700 A y Aad> f 1000 $ 2.I'D Be LO] - MONUMEN'S GN PIu �> 1500000 1. EA 3 2615000 S 2615000 v MO> S 05,000.00 S 65,00000 N PW f 1]500000 f __ p II., - i`� y A4k-a S 1],000.00 S 1],00000 n 5 7500000 f _LOS - LANDSCAPE BOULDERS 2700 EA 3 23625 S 6,31115 E 280.00 S ).8]000 N P 3 15388 3 - y�> 3 25000 S 615000 Md> S 75300 S 20.354)1 LOS - SHAM TREES ]CALIPER 2+500 EA $ 1260 DO 3 270900 OC _. 3 35000 S 1525000 N - 5 22500 { - Aad-> S 300 DO 3 64.500. MO�> $ 21000 $ 56050. V Y Y LOS ORNAMENTAL TREES 3-1 S'CANES 2100 EA S 84000 $ 2160000 Y MO-a E 35000 S 945000 N PNry 5 22500 S 1 Aad-> 5 30000 $ B.t 0000 Y Aad> S 22500 S 6.07500 LO) SHRUB$-5GALLON 91300 EA S 3990 E 3642810 Aad-> S 1000 $ 36 N.52000 P y 5 2900 S MO> 5 3500 $ 3195500 y Md-> $ 2900 $ 26,4)700 U LOB �.._ GROUNDCUVEH-'GALLON 8518.00 EA S A. E 162.12420 Y Md> S 11.00 $ 94.351.DO N PIUy 5 550 5 y Md> $ 1000 S B5,T8000 Y Me-> $ 11.00 S 91,358.00 500 13 263 00 SV 5 1 C,50 $ 119-So y Pod-a_.S 6.30 $ 03.556 90 y 5 fi 95 f Add _ S 9 E $ 119.367 OC y Md-> S 7 00 S 92.1 00 LIS ♦ 1.30300 CV 5 5115 E 7524525 V Add t 3800 $ 49.5'4. N IUV 5 6555 S y Add> $ ]5.00 S 4560500 Add> S 3500 S 4560500 HARDWOOD MULCH y L11 - TOPSOIL _ 1411 DO 1� $ 11 C0 $ 91.50200 Add-- 3 7000 S 103.•6000 N PIU, 5 61'0 3 Ii y I_Apd-> 5 TOOO $ 103.+8000 Add> 3 0000 3 ..44000 L12 BED PREP 3C300 C� 5 6300 S 9290900 S 53. $ fig O59 D0 N r, 5 7612 S ++ A00> 5 .00 $ 65.'5000 Add�> S 5300 S 0905900 PFO+ SECTION 32 18 23 01 T FIELD-NATURAL TURF PROFILE Y y 3CA]900 Sy 5 SC 40 E 1.Slfit416C v Ad S St I4 f 1561807. N Pluy- 5 4e se 3 I.4i y ASS.> $ 1350 S y Md $_. 13158]fi 50 4650 f 1.119.71162 IRROt SECTION 32 19 23 01 TL IRRIGATION SYSTEM POINT OF CONNECTION 300 EA $ 362500 $ 7,61500 Y MO> $ 5.00000 $ 15 W0.00 N PI.., E 2.71000 5 Y All 5 5.00000 S 1500000 y Add> $ 2.50000 S 1,50000 IRRO2 SECTION 32 18 2301 TY IRRIGATION SYSTEM CONTROLLER ]DO EA $ 4 410 00 $ 8,82000 Y Md-> S 6.30000 $ 12,000.00 N PIU9-> 5 8,896.00 f Y Pod-> 5 600000 5 1100000 y Add> $ 4500.00 3 9,00000 IRRO] SECTION 33182301 T1 RRIWTION SYSTEM GROUNDING EOC"MENT 190' LS S 189000 5 1.03000 Y MO> f 1100000 $ 13,00000 X PI > S 1,81]00 S y PAd_> 5 1110000 5 1150000 MO 5 1.800.00 S 1,80000 IRRO4 SECTION 32182391 T1 RRIGATION SYSTEM FLOW SENSOR ii-K- ,.ED. S 62225 3 1.62225 v Md> 3 61000 S 83000 N > S 1.5.. f Y Add> 5 DID 00 S 57D 00 Add 3 1,085.00 S 1.09500 IRROS SECTION 32152301 TL IRRIGATION SYSTEMBACKELOWDEVICE 1. S .10750 3 3.39150 v MO-> f 111 S 63000 N P > S 2.803.00 { � y Add-> S 510.00 3 57000 Y MO> S_ 2_.883.00 S 2.68]00 IRROB SECTION 32182301 TI RRIGATION SYSTE SO TON VALVES 6. S 9165 3 OU 20 Aad_S 440.00 S 3.52000 N Puq> f ]2625 3 y AOOa S ]BS. 3 ],16000 Add 3 126.25 f 2.52600 IRR07 SECTION 32 18 23 01 7 RRGATON SYSTEM MASTER CONTRA VALVE _ 1 S Ill 75 S 5'915 Md-> _S 44000 f 44000 P V S 51900 3 T Abd-a S 19500 S ]8500 Md-> S 31500 S 31500 SECTON 32 18 23 01 T1 IR141GATION SYSTEM WICK COUPLER VALVE 4 C'._ EA S 52500 $ 2.1.Do y Md> 3 ENDO S 2.52000 N FI,,, 5 20500 5 Md> E 51000 S 2.28000 Md> S 26500 $ 1,.0.00 IRRO9 SECTION 32 18 23 01 TI IRRIGATION SYSTEM REMOTE CONTROL VALVES 1200 EA S 472.50 $ 3402000Md 3 5'000 S 36,72000 V S 541.00 5 Ma 5 45D 00 S 3240000 y Md-> S 35000 S 25.200.00 IRR10 - IRRIGATION SYSTEM TREE BUBBLERS 242. EA $ +890 S 411380 v MO-a 3 n Pluy-> S .'2 E y Ma-> 5 1800 5 y Add-> $ _ 8900 5 21,5]800 10,816.00 16.00 S 1.350.00 ..,1 SECTION 32182101 IT IRRIGATION SYSTEM(RO.ORSI 21900 EA $ 3938 S 901689 Md $ 1500 E 17175 DO N S 12695 5 Md-> 5 6800 S 155120) y Add-> $ 5000 S 11.45000 N4R12 SECTION 321821Cl 7 IRRIGATION SYSTEM(NOTARIES) 4CE 00 EA $ 2035 S 1'166 B0 Md S .. S 36,72000 N S 2491 S Md 5 1600 $ 3'621 D0 y AOE> S 2900 $ 6,18000 0.11 IRRIGATION SYSTEM PERMANEN'SHRUB 7'8000 L 5 C19 S 13.52925Y AddS 250 S 42.850 D0 .V 5 130 5 M1 5 2 3 S 39.51100 Y I. S 11,18000 IRR14 - IRRIGATION SYSTEM LATERALS 32.94900 L 5 1 $ "59510 Y Aod:__3 150 $ 4912200 y 5 llfi S Md S 115 S 3709020 y 125 S 11.16500 IRR15 IRRIGATION SYSTEM MAINLINE 9.46fi 00 L I 3 3 OF, 3 34,5] AF __ $ 10. $ ..0 00 Plug-> 5 4 15 5 Md 5 9 DO S 051.DO MO> 1 55 Y a> X v Y f 4. S 3).86100 IRR10 - IRRIGATION SYSTEM SLEEVING 2..1Do 11 $ 180.E 4999D 50 _ Y Md> S 90O S 23.005. N Plug-> 5 1.93 S Md 5 800 S 21,160Do y $ 10.. $ 26,45000 STABILIZEO43ASE SUOGRPDE FELDSI 6409000 CY 5 2E 50 E TSAO.900. V Md-> 3 2650 E 16%0.. Y Md $ Ifi 50 E 1696 COO OC Piq-> 5 2850 { .000.00 n Pu,> 5 26.50 S T6960n ROTOTILL NATURAL TURF PROFILE 3.37300 Cv 5 El 00 $ 225991. Y Md> S 6T 00 S 225991. Y Md> S 6T 00 S 22599110 P..p-> S 8100 1 225,991 00 n Wu,�> 5 6700 S 225 ADO'TIONAL SANDY LO"'OR FIELDS 10000. Cv 5 1O CO E 10000000 N q 5 10. 3 +..000.00 IS PI S IT 00 f _ iv ___1_ _ _ _ f IOW_S 9 oD s 1900 s UNI SUBGRADE PREP W630Do SY 5 263 $ 809.15 _ N , 5 250 3 18.5]5.00 Y} Md> S 250 1 I q S 2% 1 11,171 p 5 2. 3 111,' 100 LS 3 26.25000 $ 26.250. Y 1 I. Ma-> S 25000.00 S 25,.0. Y Md> S 20 NO Do S 29 U PIu,-> 5 25,000. f 2500000 n Pluq-> 3 25..0. 1 21, PARKING LOT STRIPING 2317E DEMOLITION 100 LS S 21 000 00 $ 2100000 N i PIUV> 5 20000.. $ 20.000.00 Y Md-> 5 16,750 DO 5 IF 1' U Pluq-> 5 20000. f 20000.00 n Plup-+ 5 200... f 20.000.'4 100 LE E 2',00000 3 2100000 Y MO-> $ 2000000 $ 10000. N PIU,-+ 5 2000009 f n Pluq-> 5 20,000. S 20.000.00 n PIu9-a 5 2000000 f 20.000.00 STAIRS BOLLARDS S DO IS $ 2.100 00 E 16800 00 Ma-> E 20.00 S 16 000 nn , � q 16 0 16 Y v P6, s z.10o Do s _1 n Pw -> s z,.o oo s DD.DD n PWg> 3 2.ON s .Oop.00 AMERISTAR FENCING 2.37400 L S 10106 E 21992230 -__ y 5 %25 S 12 9 S 9625 S_221: IUq 5 %25 S 22B<97.5F PIUI-> S %.25 f 23BA9).SO ELELTRICJL CONNELTON 1.20000 L 5 55 C0 f 1020.. n PI.,y 5 6500 f in. Pluy-- S 0500 f t0. Plug-> 5 6S. f 102.000 a0 n Plup� 3 8500 S 102.nn'i -� n Pluq-> S 120..000 3 12011' tC0 LS s Is c0000 S 15.0. r Ma-> $ 120.0... s +20" � Me-> t 1200... S 110" .� PI„V � s 120.0... 1 +2000090 (ELECTRICAL ENCLOSURE(ALLOWANCE( _ - _.. _. _-_ ,- 1� 2 INmI 4,ne.. n _Pwq� s n PIUV f 1'ieveilinp Wege Reles _ _ -......._.. r hn�d ea 1 Add-d. IOF Eaa1 v Innudea .. y y 1-1.11d s„Ie6 r...9 mdwea TOTAL COST-> 12,581,100 14,133,635 12.466.117 13,052,989 13,082,737 UBB In.• Cp11/SF > TOTAL PLUGS> 3527073 f1.254,501 2pY, $28..061 lay. 32561.961 A11 5 5 S S .1019x" 00005'9 S 00 ON f IPPV_ A On ME'S f 006CL f <PW A 00'9[2'/ f 006[5 f -w A 000011'[ s01111110, f <p�d A O w"t f as Sao } V3 006 OMSOL Al11VTMS N6(919631100!311 "910011 sm OO OOS'L S OO OSlL A 9'WG0 1 W'WI'l f <pW NOK's $ 6'010'1 S <PW A W"WL'L f W69'L t IPPV A DO OVD[ f MON } V3 006 4 LAl NvsdflB MB Otl N6W "810011 LOM 00000'9[1 S 00'009'9 S <-DM A 9'09611 S MWO'L t IPPV 00000'"! $ 00'00['! 1 IppLr A W'WO6u S 00'00/8 s <mv A W'OGa NI f 9'9t'I f V3 006E AIM3M OW1N171l NLVd son S No 24 OO w01 5 an DO g <-DDY A MOOS'1 } N'00I i <ppy an 021-1 s 000" f IOW A 00'000'[ 1 00000'1 S <-PW A MIL64 ! ca al. t V3 as 3Wd XC78 OWMEL UOM IOW $001 uoll N 000'OE S OO ON'Ol 4 <'PW A W'SpYSi W'WIt f.-POV A 0000189 f on ou'o $ <"V A 00'000'0[ 1 006"401 S <-pW A 00'sLSYL f as wj,L s V3 we (nowarmsoamot OvmA VAL AIDS OIa sM1000- MM Dods'!. S OO'Is C S <-PPv A 9'W96G 1 "00$'9 f <PW 00000[[ f W'ON t <pW A as OWN t 0-'W E } rppv A N'NZ9E S on 1)(14'a S Al W'LL wmw 4(V 11090NCIOIDSI 3LLZWIO M1C70- f0- OO 9199'. S OO KL't MOML f IoW NOW" f N'WOe 1 Ippv A 00'000'" S MW9'e S rMV A W6"'K S No"" ! Al Do so LLtLLL VAl1(DOOW10tlO K9100- M" N OK'l9 S OS9_ f �'M A ""M/'SC s Sit / rpw OO OSO'LI f 1301 / IOW A 006K'LI S "'I S <ppv A 00'ML'R S Gl'C i Al 00'"GOL 031VVISW s' tlON0:1sale 0[91139 om N 0,194 S asI / </P1 A f N'f 1 .-OPV N"L'S1 $ NC s IOW A Wells, f N'C f •-p0- A Se'"L6l S M'Z f Al W'Ost's aim is 110100003 0291041 1111 n --__ rpW A 00'0LC'fL S O0'I f <pow A ILL'GIVE I f "'Z f !l as Ke" 03111189 S 114100'sal 0"1041 M" Coo- S 000 f rpW A M"/'S/ f 132'1 s rOW OO SN'9L S as"C 1 OS LEO'9 S Ill 1 IPM- OD CICG 1 N-E S <-PW Sf CE9'S S Se'e 1 rPW A MLC06 S N'L f <PW A "'WL's S Kra 1 dl on w'? MA18S 110100'10313 OE9100- LO"0 OOOC'f6'. 4 006, 4 <ppv 00016"/ f 0011 s IPW 000[6905 S 00'91 1 rpW A 006"'CL9 i 00.all $ IPPV A N'O"'Ne f N'a. 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NM tt cUe P.-I-ld z.n64Potl x.1V1.VN wV.3 .ol. 95, 115 99LCM6'E1S OM1-"[-LLS 9KtSCPL4S 'P.No1d dw9%OOL Am)ld lleAJEH LVE x.n6VPo11�.LOL.pX 1.VP.lad s�iy� uuviu.6iiVN.i.W .T�9�.__--.. d,P.luo ..l.Y.dS uP� _. eN Au.Owo� 1a1a-�P 1Ay.1 C,� b T -Rid Siiiflln TDGT 64AREMOVE SM M SN SUPSMI 900 FA 3 138.50 S 11228.50 r ACO-a 3 120.00 3 1,08.00 Y Add> s 112.00 f 1,88.00 r AN> f 140.00 f 170U:00 Me.> s 5C 00 S 0580 9564 AOT 958_ INSRDEL ASS. 10.00 EA s 42.00 s 817.00 Y ACo-> s 30.00 s 58.00 Y A00> i ]8.00 s Sw.00 r A00> s 28.00 f Ne.U_0 MC-> s s0 oo a BooB 3560 AOT 658_ 181371 DEL MSM 1 1 /2.00 EA S 37.60 S 1,567.50 Y MO-> S 00.00 3 3,7800 Y Add> i 800 6 3,870.00 Y Add> ! 28.00 S 1,176.00 MG-> $ soN S ).+DON 387 TROT 658 156371 OM ASS.OM-T' D 3.00 EA 3 210.8 S _ 8]000 Y A88> f 18.00 S 5/0.8 Y Add S 170.00 f 510.8 Y A4M> 3 18.00 f 510.00 AGC-> 5 25000 S 75000 3985 TROT 666 _ MR PAY MRN TYI NOMIL 42.00 LF { 2.56 S 110.25 Y 3,88-> 3 12.8 j 501.00 Y Add e 12.00 f 564$0 Y Add f 11.8 f 162.00 AGC> E 300 S 12600 998 670-686 REEL PAY MNL TYI SLD 80000 LF S 1,56 S _ 777.8 Y ALM $ 2.8 3 1,2800 Y Add 3 3600 S 1,500.00 Y Add f 2.20 f 1,100.00 3,00-> S 000 6 100000 9561 AO-666 REFL PAY MSL TYI D 8.00 LF 8 8.10 S 420.00 Y Add S CBS s 28.00 Y Add 8 12.00 S 80.8 Y A60> S 1.30 e _ 215.00 A80-> 6 BOC f 30000 6847 AOT 660 ITER PAY MBK TY D 13900 LF 3 1313 S 1m.N Y Add-> 1 WAS S /,17000 Y MO-> S 2800 S 3,812.8 Y AN> 8 27.8 S _375300 ACO-> s 1100 E 1.8800 680!3 eDOT68fi REFLPAVWWWI 300 EA 3 1825 f_ 3,1.25 _ Y A00-> 1 ]70.00 8 1,88.8 Y MO> S NOW f 1,78.00 Y MO> 8 320.00 3 1,8000 V � AN-> 5 )5000 S +,25000 81b 0677 ]DOT 666 REEL PAV MFM TYi 0.00 EA S 273.8 S 1,385.00 Y 818-> S 48.00 1 2,28.00 V A$0> S 42900 f 2,100.00 Y Add f 400.00 S 2,000.00 AIM-> f 30000 E +,50000 6885+/0_ !DOT 666_ WFL PAVMNLTYt 1 SLD ]30.00 LF 6 S.M.s 1,03410 Y MO-> 6 &DO 3 1990.00 Y AN> 0 4.$0 f 1,321.8 Y Add f 4.50 8 11021.00 Add 3 600 E 2.02800 v 666817/ TROT 686_ REFL PAV MRKTVN ''BLD 1,03,.00 OF S 1.055 '.66635 Y MC> $ 5.00 1 7,86.00 Y ACO-> 3 1.00 6 INT.W Y AN•a S 4.40 f 9902.00 A$0> f 0 95 E 1:111, OT 85 6665210 AOT fi66 ITER PAVWWTYM M 1,012.00 LF S t.DS,s .69290 Y A66> f 5.00 f 9,80.00 Y ACO-> S 1.00 f 1,512.00 Y A00> f 4.30 S 8.91180 Aid f 095 S 153110 5655]8 670788 REPMWA7ET REOTYI SLD 10,07400 lF f 1.56 s '5.968.55 Y AN> S 1.50 3 15,111.00 Y MO> f 1.25 f 12,592.50 Y Add> f 0.56 f 5.SID TC Add> f 150 s 15.11100 565808 671)(356 INSTL RDSO FLIN 9014 A34MSOLAR PVRO 2.00 Ell f 10.80.8 5 11000.8 Y Mo> S 20.000.00 3 40,08.00 Y ACO> _ _ IS 15.100.00 f 31,400.00 Y A00> f 13,000.00 f 30.00000 Add f )0.00000 S 00.00000 fi66800] ImOT661 PEO DETECT PUNT BUTT071 ommap 2.56 EA S 757 SO 5 v 1:75.00 Y Add 3 7,000.8 S 14,000.00 Y AIN { 5,025.00 S 11e8.8 V Add { 3,800.00 f 11,a000o Add.. -5 ?ODOR S 14,00000 J60Nt TROT 3s8130 LED ROADSIDE BMW 2.00 EA 5 5,250.8 5 10.500.00 Y 3,81+ f 11000.00 S 22,000.00 Y Add> 1 9500.00 f 10 Coo00 r AN> { 9.18.00 f -+BROO CD - IW-->' s +10008 s )20800 4x0607/ TROT 420 0100080 9C 26.8 CY S 1,28.8 s ]1,)50.8 Y AM> f 5,000.8 f 102500.00 Y A00-> { 1,381.00 f ]4.62500 Y AN-> 3 920.00 { 23,08 Do AN> S 150000 S 37.30000 4236001 TOOT 423 ItETNNNG WALL BE 10,761.00 SF { 81,8 1___1.0 t 5,503,50 Y A00> S 11000 5 1,185,910.00 Y 816-> 3 10100 S 1,06',88100 Y Add f 85.00 6_916,38500 Add 3 1108 s 1.185,91000 .23 INS TOOT 423 RETNf11NO WALL STONE RINDS SF S 15718 S 1,021,922.5 Y A8> 1 8.00 5 679,78.00 Y MO> 3 55.00 f 560454.8 Y Add•a f 8.00 f 828,09500 , _AN> 3 6000 E 579.780o 326815 T>DOTN2 RIRIM 5TWP 418 ]9.00 CY f 80000 S 31,2860 Y AN. 5 820.00 f 31,98.00 Y ACO> f 790.00 f_ 29.640 Do V Add-> S 78.00 3 MAIDD0 A1M> 3 21500 E 30.22500 V 556 6006 14IOT SN RPE UNDEROPIN16 8 6' 1,272.00 LF IS 47M f $0.102m V MO> S 30.00 f 35,1800 Y 818> f 13.01) f 16 DO 8 v Add.. f 32.00 f 40.7.00 Y Add 1 30 8 E 39.180 8 7406005 TROT 740 JANTI-GRAFFITI COATI ENT-TY M 29444.00 SF 3 131 S 29,532 75 _ Y MO> S 3.56 S 71,554.00 Y Add-> S 1.25 S 25.55500 y MG-> 5 1.20 3 24.53280 Y MO-> $ 311 E 71.11 W INSTALL CORWM B SEMES 615013E SYSTEM 1.00 LS f %7,500,00 S 367,58.00 Y MO> f 38.004.8 0.00 f 3000 r M02 O-> 3 / ,18.00 S 9l'DO D0 AN.. f 400.000.00 f 40O.ODOCa %dd> S 340.80 DO E 340.0008 02601)1 TROT 402 756:560))EXGVATXN4 PROTECTION 211.$0 LF f 13.13 f 27838 Y'. AOtl> f 25.00 f 5.21900 Y i MO> f 15.00 S3 11110 v MO> f 935 f 195175 AN> 3 25.8 5 5,27500 ]3608 TROT 802 IPMP RN 800. CY S 118.00 $ 10.12500 V AOG> f 59.00 f 29.7%.$0_j_ M O> s B$0$0. f 3 503, 000 V 66> f 7108 00 S _ 95000 AN _ > { 715.00 S )7,11500 RN M32 6033 TOT 422 PRAP PROTECTION 1818 152W CY S 252.00 S 38,30/00 _ V Add> S 240.00 S 9,460.00 Y M6-> s_ 195,00 $_ 19,84000 V MB> f 808 S 103.11000 Ad S 18000 S ):,'8000 626001 AOT 46.7 GONG SOX DULY FTX2FT 147.00 LF S 496.75-F-73.316 25 _ V Add> S 450.00 S 56,150.00 Y 816-> 5 353,8 $ 53.65500 V MO> 3 180.8 S 6d.6B000 AGtl> S 15000 S 68,15000 626003 AOT 162 CONC BOX CULV FTX2FT IS LF 8 "Too S 56,82.% AOO> S 620.00 5 49.400.00 V AGE.> _ f 86.00 f 4t 31500 V� MO> f 816.8 S 384]58 ACO-> f 51000 E 49.4008 62401 AOT 462 CONC BOK wl, RXSFT 18.00 LF f 89.00 f 567800 Y 3,00-> 3 6$0.56 3 100,000.00 Y 3,06-> 3 400.GO f ')BOD DO AOO> f _4208 E 156008 ACO-> f 56C 00 S -M No 00 62 6001_ AOT 812 GONG SOX CIILV FT X] 182.00 LF S 8775 f 123,170 50 _ MO-> S 650.8 s 115,]00 00 Y MO-a 3 80.00 f 07 380 00 Add S 4%00 5 8 180 00 S 650 00 $ 118 300 00 62618 TROT 402 CONC BOX DULY FT X4 28.00 LF 5 1,675.4 f 4N.,DO Y Add-> S 910.00 S N&T0000 Y AOC> f 1,010.00 f I"I DID 00 Add> 3 9808 S 2..60C 00 ACC-• S 91C 00 $ 24570C 00 .856 TROT 468 RC RPE III 1sIN143.00 LF S 128.110 S 16,01600 V 816-> S 120.00 S 1'.'W 00 Y Atl0> S 72.00 f _ 10.29600 Add S _ 120 DO f 7.16C OD Add S 12000 S 7160 DO 819$05 AOT 456 RC PIPE NI R4 800 LF f 11].2_5,S 14.10650 V 816-> S 18.8 S 12,]00.00 Y ACC> 7 81.00 f 1,/82.00 MO-> S +fi78 S 1].694 OD MG-> E 15000 E +2.300.8 7.68500 V MO-> _ _ _ NN02 AOT 495 INLET COM>L AID RC 1.00 EA f 7,85.8 E _ 1 8,900.8 S 8,58.8 Y Mtl> f 7.700.00 f 1,190.1)0 v ME> S B,a0D8 S BaC0 o0 v AG6-> 6 6.500 0o S 6.50000 Nd NN TAOTN6 OWALL -0M8 100 EA 5 W,s00.8 $ 5150000 V d-> f 70,000. S ]0.00000 Y ACO> f 20,38.00 f M300.00 _ MG-> f 55,000.8 S 5500000 _AKI- 5 70 ON DO S 7000000 NN AOi 816 OWALL -1 6 4.00 EA f 28.28.8 S 105.00000 _ V AEO-> f 35,000.8 5 140,08.00 Y I ACO-> f 16370.00 f N,N0.00 Y ACO> S 22,000.8 s 8.00000 Y _ACG-> S 35,ON DO S 140.8000 893 AOT NO -1 FT 100 EA S 22.050.8 $ 22 050 00 Y Add-> f 56.000.00 5 9.00000 Y AOO> f )8,200 00 f 2CM 00 v Adtl> 5 39060.8S .NO OD Mtl-> S 55.08 00 S 55 000 00 NM AOTN7 BET 1 DFT 3FT :1 C 200 EA f 9400.8 f 16,5800 Y- -ACE-> f 18000.8 S NA8.00 Y ACO> _ _ 6 4.320.00 S 5,810.00 Y AGtl-> f 9700.00 1 'B IOC 00 3,8-> S 151)00 00 5 30000 CO dV 56/3 AOT. BET 1 3 4 :1 C 200 EA f 71,08.8.5 N�_00.OD Y 3,00-> f 19000.8 5 9,000.00 Y AN> f 5.78.00 f 11100.00 Y Atltl> 7 11,000.8 f )0.8000 MO> f 16,0800 5 m00 Oo 467 811 AOT56 8ET 1 8.6FT MW 4FT 4:1 C 4.00 FA f 10,500.00 S 47,000.00 Y AW.1 S 20,000.8 5 880.00 Y A00> S 748 DO f 29,50000 Y Ad,` f 19808 s 52.00000 AOtl> S 20,0800 5 Be ON DO r 467 802 AOT 43, BET 13,6 NYW BFT 4:1)(C) 2.00 1 EA 1 5 12,110.00,5 56_,80.00 Y Add> f 21,000.8 1 4201)0.00 V Add> f 9.050.8 f 18100.00 Y Add f 13,800.00 f_ 276000 00 v Add _f 21,0800 5 42W Do NN TAOT41 SET 1S.6 6FT41 C 1.00 EA f 1718.00,5 17_y-308 Y Add f ]7,000.8 3 37,000.00 Y Add S_ 05900.00 8 26,50000 Y Add f 33,08.00 S _3.5.00000 v Add f 37,0800 5 37.00o 00 40 856 AOT 467 SET N 1S IN RCP 31 1.00 FA 3 1,303.8,$ 1,305.00 _ Y AM f 2,00000 3 2.000.00 V MO> S 259.8 i 2,3$0 00 Y _M6> f 2.200.00 5 2 000 00 Mtl-> __f 2 ON OD S 11)00 Co v 07 NN AOT. SET N W :/ 2.00 EA f ]39.00 S 96108 Y A00> S 2,200.00 f 4.40000 Y ACO> f 4,0258 f 8,00000 v'. AEG> f 3,000.00 f 1100 00 v AOO> f 2,28 OC E 440000 1fi0683_ AOT 18 AND PlAONG TOPSOIL 4 N7]1w w f 4.3, f 101,71030 Y MO> S 900 S 19],8900 Y ACO> t 300 f 72.083.00 Y AGtl> S 1.$0 S 13.615.81 __MOS E fib 5 145.MS 00 1626002 AOT 182 BLOCK SOODNG 70700 BY S 108 S 578.9 Y Md> S 7.56 5 5,00290 Y ACO> _ _ _ _ S B.$0 f 7,067.$0 Y Mtl> f 5.56 f 5.11550 AOO-> f 700 S 5.%900 160835_ AOT 181 ILL BEEDNK9 (CLAY) 873100 BY f 020 5 8,3$0.0 Y A00> S 0.8 f 12,115.% Y AOC> j 015 f 6057.75 Y Mtl-> f 0.33 f 799fi)] AMa f CZ] S 557]1] 1646.1 AOT 181 OMLL BEEpMG ARM -771.00 BY f 0.]7 S 181.81 Y Add S 0.8 f 12,113,30 Y AOC> f 0.25 f fi06715 Y Mtl> S 0.30 { 7.9961] AN> f a1 S 3,83485 SOfi 61)02 TlOOT 585 ROCK FNTER DAME STALL 2 ]8.00 OF 1 90.40 f 19,102.00 Y MO> ! 40.8 1 15,28.00 V Aaa-> 3 56.8 f 998000 Y Mtl-> S 36.00 ! _11.30000 Me-> S 42.00 5 t5%0.00 3066011 rlOOT 506 ROCK FILTER DAME 381).00 OF 1 11.8 S 4,309.8 Y Add v S 16.8 1 5,100.00 Y ACC+ 3 5.00 f 0?8000 v Mtl> f 1].00 f 494000 v Mtl5 J]OC f 8.1/0 C0 506 6020 TACT 556 CONSTRUCTION EXITS STALL 1 420.00 BY 5 0,05 1 11,8100 Y Add> j 2900 3 1950000 Y AN S 12.00 f 5.D 00 Mtl-> 1 21.10 5 6.810 00 Md-> S 1150 S 7.350 00 5066024 1>OOT 556 CONSTNIC110N EXITS 420.00 BY ! 1470 S 6.174.00 Y Add> S 16.00 s 0,38.00 Y MO> f CBS S 1.520 OD Mtl> 8 13.00 f 546000 MG-> $ 1200 f 50000 506 6036 1 AOT 556 MP SEOMT CONT FENCE TALL 4,813600 lF 5 6,25 s 27,325.75 Y A06> 3 3.56 0 15,59.% Y Add f 4.50 S 1999]50 Add f 3.30 f 10,661 90 AOO-> _3 4 DO E 17.77700 Id.60]9 11007556 MP SED.COM FENCE MOVE 4,.3600 LF S 1.56 s Coar" Y A66+ 5 1.00 3 4,.3.00 Y AOO> S 0.75 f 3.33115 Mtl-> S 1.10 f 4,80730 AN> S 100 S 44300 S066041 TOOT lOe MOOEG EROS%COM LOG' NSR 17 85.00 LF f 7.35 5 TIM.' Y Add> S 12.8 j 1,18.00 Y ACO+ ___ S 5.00 f 57600 Mtl> f 11,00 f 1.056 OC Add 1 400 S ]5100 Y V 506604] rAOT l00 MODEG EROS%CpR LOGO MOVE 85.00 LF f 1.05 E 100.9 Y A00> S 3.56 S 338.00 r MO> 3 1.00 IS %DO Y Mtl-> S 3.30 S 11680 v Add S 1.00 s 9800 0016001 T>DOTSS1004 TREE PROTECTION 79.8 EA S 42000 s 33,18.00 Y A00> S 400.00 S31.60066 Y Add> _ 7 710.00 S 10,2800 y AGtl-> S 85.00 5 28.045.00 _ MB> f ].s0 E 592.50 %STALL PREFAB PEO BTL TRUSS BRG SPAN 100 1.00 LS f 94,500.00 5 9480.00 Y ACO> S 55,000.00 s 56,00D.00 Y ACO-> _ _ _ _ f 31.307.8 f 31,151.50 AGO> f 105,000.00 1 105.0008 A81> f 200 5 2D +660. iTAOT 416 04ILLSIIAR3056 15000 LF S 388% .25 S 57.4 . V A00> s 11000 S 81,301).00 Y f Nd- f 8.788 A00> f 380.00 S 54.0800 Atl> 1 4108 E ..588 308013_ ACT 420 CCONC 13. CY S 1,621.50 E _210%.8 A0d> f 3,00000 S 4078.00 Y A60-> 5 1,5N.DO f mm Do A00> 3 3,900.00 { 46.9 DO N>Af 5.5008 f 13] 88 656608 AOT G. BFLMW CLEARANCE SON AGSM N 2.00 EA S 115.8 .00AC .4000 Add 3 COW 00 S 120.00 V E-> 5 10. S 5008 A4M> f 4000.00 { 1980.8 Add> S 7.500S 158 .1) 00 3 5 1 -- 8 f ptla0A71ON I3PAN ALLOWANCE 1 L9 3 000.00'.E 1S 00000 - - Nu > S 28$0000 i 25.000.56 PA2+ f 23,000,00 3 7 000.00 1 20.$00.$0 1 999.81 f 151)0000 i 2:.1)0500 TRAFFIC CONTROL NM FORT Btw OWANOE 1 LS 6 s Flu > f 1 ! f S - �� n n ELECTRICALNIVEHTX911DON ALLOWANCE 1 LS 8 20,000.00 E _20,08.00 Nu > { 20000.00 6 200%.00 R S 20,000.00 S SOON S 000.00 { N,N3,00 f 20.00000 S 20,00000 671)67)3,COAN BOA TIE 414 1 LS 3 5. DO $ 1,WODO Ru > f 5,000.00 6 8.081.81 f 6,000.00 f 3,56).8 f 5NCW 5 SNO.N 5 5.00000 5 3.00000 ASPHALT ADSW.ENT 1 U S 08.8,S 8.00000 Plug> f 0.500.8 6 CONGO 8 908,00 S 989.8 Ei 3,000.00 6 SAWN S 5.00000 S 1 nn /91N/9MYI0� S 3 6 PING I5 11MwInC1k6e MClbtl Y 8117/2000 .-- 814 4. 1.00 EeCI y -IntlI4O4C Md4C46 Y-1 MCIIEOO N9e1tl.n SWe T..III I­ _._- - �, Pluq-> S n RuY>_-.____._...... f PIu9> TOTAL COST 12,112,629 11,761.307 9,641,327 11.665.058 10,152,084 J-1-11 1 Cost I SF a TOTAL PLUGS-> OX $55,00 1% S!l.NO 1X 5!!,000 AR.-I. Bert CemNlnrtlpn Mrtm Untle�ppund SpawUiass ,^.naaco Jpman Tolle SP D998 $1.9% BLACK POWDER COATING 30 LUMINAIRE POLE 21.8 EA ACC-> f 1,%000 f 13,100.8 Y MG 5 IS.,. $ 880 DO Y AOC-> t 98 26.800 Y Ade> S '90D DC 5 I]IDD 00 -1- _..___.__ _.__. - SP D996 SP699S IBLACNPOWOEft COATING 40 LUMINAIRE POLE 1.00 EA M0> $ 2,400.00 6 19,200.00 V I s 208.00 5 18,8000 Y MC> 218 1980 MC-> $ 240000 $ 19.20000 No- 1 2 3 4 [I at roll ParkAav-Nater and Reclaim Nater Relocations C.1np.ny _- -111 U.a.1.11d Ch.... Jaaa.n Faa« - SP...01... LonUd P-..: a....... Mill KllnO.T.nn CNH.P-h Kd.1ohF lidddOo.. 3A.1 Harrell Pkwy 100%GMP Em.n: js9ea•1n PNod. 512-535-3285 51]- D0 oen 512.+]63-D1561,L Esom9lar. Knnloler Rnerigo» INl.el 0: 3023118 KN Day,Mid U.d PPln But c"Di'di- . Bldg Area.NIA Bid DM.: 672 712 0 2 4 N.C. C..S N... Costs TM.I Ndle. Cd.tI Total NWa. CORS TWgI Nd18. Co.NS gid T- 2 CC PM TOTAL BID AMOUNT- TPdNnid.i Sp..i.,,vU-. f. PL_w_r_iHr,HELUS uded _ cvd.d _ cme.a v Y I.d T m 1 r m r Incl e.e -_ --. - r Ineae.e ROADWAY _ r mdanaa - . Ines„d.e r InemeaC -..- r md.e.a y mcwd.a r mcma.n v ­­dmT'_n 1E s TnM 4Atltad MswYslc ITEM exp DEScRPTIOR RR IN 11H 710 MOB1uTAION _ 1113 Ls a 197 .+fiD pe E "+, y ACd> s ?6 Doo DT E 11 Too 131 AID> E 30 000 OD s +3o opc Dp Ace S 200.00000 S TOO 00000 y Ade $I%BOD 00 $ '50,00000 . Y RR 505 HR SCS ENCASEMENT PIPE'.'MAI,STEEL,(1l4-THICKNESS) '0500 -F S 1'500 S 3:' y Add> $ 1900C F 18,90000 y All E 14500 S 15.225.00 y Aad> S 25500 $ 26775 OC y Ad,> 5 160 C0 S 18900.00 "THICKNESS 20000 LF E 16750 S 7.:1�' 44.00000 y Add> E 16500 S ]3000 DO y Add> S 31500 f ON ON CC All.> 5 22000 S 11,000.0.0 RR 5115 RR 505 ENCASEMENT PIPE tB-DA STEEL.(tl4 ) y Add S 22000 E _ RR 505 HR 505 ENCASEMENT PIPE 21-DIA STEEL,(318"THICKNESS) 9400 LF E 420 ad S 3.4:' Add> E 25000 E T1.Sad 00 Add S 23500 S 22,09000 y Y Y Y Add> S 315.00 S JZ 53000 _ y Mo> E 25000 S 23500.00 R 505 _ RR 505 ENCASEMENT PIPE 30'DIA_STEEL.(Ilt6'THICKNESS) 10900 LF E <7250 S y Ade�> S__35000 $ 19.15000 Add> E 468 00 f 50,19100 y Add> 5 N5.00 S 1950500 Md-> S ]50.00 S ]6,150.00 R s �, v Y NEW MANHOI F CONSTRUCTION 48'DIA(STANDARD PgFCASi WI PRF CAST RASE. RR 508 RR 306 WATERTIG:IIBDLIEDCOVERANOIIBOVEOROUNDVENI) '011 EA 5 8400 UU 5 14 Add->_ S 18WC 11 E 18 CCT ISO y A66-1 5 2110300 S 21,1111 y 0iE6,1 S. 19,00000 S "9 Wa do y Md-> S +8W .O00 S 18000 00 NHOI . NEW MAF CONSTRUCTION 4B'DIA(STANDARD PRF-LAST CIP BASF WATERTIGHT - - -- - - - -- RR 508 RR506 BOLTED COVER AND ABOVE GROUND VEN7j__ 'OT EA 5 99/S 00 S Add> 5 '9.00000 E 1900000 Add-> 5 22,100.00 S 22,10000 y Ae6_>_ S_ 21,000.00__3 2100000 y1_M6_ S 1900000 S 19a0000 RR 509 RR SW TRENCH E%LAVAIION SAFE TY PROTECTIVE SYSTEMS(ALL DEPTH13S) LF E S2S E 1:-�. Add�> E 200 E 11 E84 al y qdd�> $ 150 S 10.26)00 y Add� S IES S 1161530 y Add= S 200 S 13.6N 00 Rft 510 RR 510. PIPE.Z'OIA..HDPE.(ALL DEPTHS)INCLUDES EXCAVATION AND BACKFILL _ 21].00 LF E R]00 F 13: y All-> E 9111 E 2+00100 y gtld $ 1111 S 12,)80 00 y qdd $ 11111 E 22.]85 00 y Add->__ S 99.00 $ 21.00]00 PIPE 4.01 Di O 350.(ALL DEPTHS)WITH fESTRAINFO JOINTS.INCL LICE EXCAVATION AND RR 510 RR 510 BACKFILL. _ 122.00 LF S 0400 S 5 11_ _ tao 00 E '9,52000 y Add-> S 100 S 13.31250 y Add,_ $ 20500 $ 25.01000 y Add-> S 16000 S 19.520.00 � ::' qdd�> PIPE.6'DIA,p Q 350.(ALL DEPTHS)WITH SESTRAINED JOINTS INCLUDES EXCAVATION AND _RR 510 RRS10 BACKFILL. _ MI.00 LF S 11100 ! : bd-> S 1)0.00 f /1.910.00 Add-> S _ 105.00 S 45.423% Add->_ S 140.00 f 01.740 DD y Add> S 1'000 3 /1.9/0.00 ;33.00 s ZY.O'e.-00 -- RR 510 RR 510 PIPE.lo Ell p CL 730,TALL DEPTHS)IN0.UOES EXCAVATION AND BACKFILL 2_t M.00 LF S ISI SO 5 '1 y Add-a S 150.00 S_321.900_00 y Add> S M.00 S 212,260 DO Add> S y Add S 150.00 $ ]21.800.00 PIPE B-DIA..pCLM,(ALLOEPTHS)VYITHRESTRAINEDJOINTS.INCLUDES EXCAVAT ION AND RR 510 BE StT BACKFILL 3,0'6.00 LF $ 15150 E 4141'. y Add-> E 150.00 S 46115000 y Add-> S 10000 S 30',500111 Add-> S 133.00 S 406,975.00 y AddS 150.130 f 161,250.00 PIPE 12-DIA 01 CL J50(ALLOEPTIISIWHH RESIRAINED JOINTS,INCLUDESE%CAVATICN RR 1110 RR 510 AND 9ACKFIl1 191 DO LF S 23625 E Add-> 5 21000 S 61740 DO Add S '66.00 S 46,661 C" Add S _260.00 f 76,N0.Do y Ada->_ S 210.00 f 51,74000 lO v v _ _ ITR 1110 RR 510 PIPE.tS"CIA.PVC 9DR-28(ALLOEM!ll INCLUDES EXCAVATION ANO BACKED 42200_ IF S 282511 5 y Ade-> 5 17000 S 7174000 y Add-> f '2000 S SO.6aC^' Add> S 275.00 S 116.050.00 y Add> E 170.00 f 71,74000 PIPE.15"CIA.PVC SDR-26(ALL OEPTHSL WITH RESTRAINED JOINTS.INCLUDES EXCAVATION RR510 RR 510 AND BACKFILL 109001 LF S 31500 S y AOC-> 5 16..ad S '744000 y Add->_ S '9201 S20928^.' Add> S_ 265.Be f 3108500 y Add> S 160.00 f 17,y000 RR StO RR _ 5000 $ 1:J0'i, Y Add-> 5 5.50000 5 II No 00 y Add'> E 156000 E 19209n Add.> - S 2100.00 S 420000 y Add> S 5,500.00 f +1000 DO 51 � RR 510 RR 5100 WFT CCNNFCTIONS.WFT COCONNECTIONS,.'DIA%1'OIA 200 EA S 6-DIA X 6'DIA 4 00 FA 5 4,10100 E 16 800 UO y Ado-> 5 350000 5 ]].00000 Y Add'> S 2.1a0 TO f 8720.^^ Md> E ].10000 S .<0T 00 7 Add> S 5.500.00f )1.000.00 RR 510 RR 510 WET CONNFCTIONS,8-DIA X B'DIA 600 EA 5 5 251300 E "00 CO Add-> 5 6.000 DO S 36.000 00 y Add-> S 2.865 TT S 15990 OD Add> S ].600 OD $ 15500 00 y Add S 8.000.00 S )6.000.00 RR 510 RR 510 WET CONNFCTIONS,12'CIA X 12'CIA 7 00 FA S 10500 TT 5 7D 5.E CD Ade-> 5 6.SD0 OT S 4550000 > S 4.580 00 S ]2.130.. A00> E 380000 S 29.10000 ACO> S 8.50000 f 13500.00 RR 510 RR 510 PRFSSURF TAPS.14'CIA%B"DIA 1Do FA S 1115C 00 $ /5750/111 Add-> S 15 NO Do S '500000 y > 5 3'50000 5 3'500^" Ade> f 19.00000 f 1900000 Add-> E 15.00000 S ISOp0.D0 RR 510 RR 510 GU_ -DF RUN F IT TI NGS 4 INCH THROUGH 24 INCH 550 TON}S 15.75010 5 11115DU Add 5 7.50000 5 1.]5000 > S 7.80000 S 41.9001" Ade-a f '-3.000 Do f 71,50000 ACe-> S 750000 i .1250 DO RR 510 OR 510 RFCONNFCLNG ATFRAI SERVICE TO-STING PIPE II'DIA RFUSF SERVICE) tpp EA 3 26)500 S :5:SUC ACC> $ 1.00000 E 1150000 y ACC-> $ ].90000 S 3900': Add> E J.J0000 S ].]0000 ACe-> S ".80000 S 150000 R.510 OR 510 CONCRETE TRFNCHCAP,I2FTWIDTH) 20 Opt lF S SJ 50 E 11151.CI1 Add> S 7500 E 1,SOD 00 y Ade-> S 5800 S 11110. Add-> S 6]00 S '240130 y A40-> S 75.00 S 150000 RR 511 RR Stt VAL VES.GATE.6'DAMFTFR tfiW E2.BJ5 OC S 41.000 JC Ado> $ ].70000 5 43 213C y ACO-> 5 219500 E 3'72' C' Add-> S ).80000 $ 44,80000 y A00-> S ].70000 3 1].20000 RR 511 RR 511 AT.VFS,GAT,,B'DIAMETER 1300 FA E 367500 S 84.525 DC y ACC> S ],10000 5 73,00000 Y > 5 J,14500 E 71.3]500 Add-> E ].40000 5 ITIN DO y be-> S ]20000 E 73.80000 RR 511 RR 511 VAIVFS.GATF,12-DIAMETER 2 C FA S 6.30000 5 12.60000 y AdD> S 6.00000 5 1].00000 Y Add-> S 5,03500 E '0070 DT Ad o-> S 6.30000 5 12,60000 y ACe-> E 6.00000 E 12.00000 RR 511 RRStt FIRE HYDMNTS +1130 FA S 1500 TO 5 9240000 y AOC-> S 7500 DO 5 81.50000 ACC-> S 8.00000 E BB 0001^ Add-> Y E 8.900 OD $ 97.900 00 Ado> S )500 DD f 82500 00 RR 511 RR St1 GRAIN VAI VF 100 FA S 5)5000 £ 525000 ACC> S 6.50000 E 650000 > 5 6.30000 S fi.'OC 1'. > E 8.900 00 f 8.900 00 "' -> S 6.500 00 S 6.500 00 RR 511 0.R 511 AUTOMATIC CUMRINATION AIRNACUUM RFIFASF VAI VF ASSFMgly 1"DIA 100 FA S 9]500 S 582500 Add�> S 9,00000 E 900000 > 5 625000 S '5o' d1'> S 18.800110 5 1880000 Y b0-> S 9.00000 S 9.00000 3P505 SPSDS SPI IT ENCASEMENT PIPE 42'DIA.STFFI,(112-THICKNESS) 1)5 CO S 471 SC 5 59.062 SO Add> S 765000 5 )1625000 Ad d> S 1.58000 S 197500'1" Add-> S 1.)7500 E 71.87500 AEd-> $ '.850 DO $ )06.15000 lP506 5P IN CONNECTION As' WAST WATER MANHOIF 110 FA f 577500 S 5.17500 _ > f 11001 CO 5 1000000 > 5 688500 S BEBS+''1 > 5 '100000 5 1100000 y AOd-> S 10.00000 5 1000000 IPSO. 5P50. WAS TF WATER BYPASS 100 S E '050000 5 10.50000 Add S 4,50000 5 4,50000 y > E 1311500 5 )5445 D' Ade-> 5 40.00000 S 40BDO TO y AOI)-> S 4,50000 S 1,50000 IP11C SP510 RESTRAIN FISTING PIPF.12'GIAMFTFR 100 FA S 6500 CO 5 15..0000 Add> E 7,50000 S 15,00000 y > E '2,65000 E 253111 Adtl-> S 3.000 TO E 6.00000 Aed-> E 7500.00 S 15.000 Do IP510 SP510 RFSTRAIN FXISTING PIPE,)A-DIAMFTFR 2U0 FA S 'I No CC 5 15.20060 Ade> S 7,50000 S 15,00000 y Add-> 5 930000 E Add-> E 8.10000 S 16)U1)00 y Add> E 7.50000 S 15.00000 'mall .I�g� S n P1�..• 1 E .1 vlug-> f - HU 1 :vness _ Leddaa � I,Em _ T„eea - IneUded sald.nTa.:,lnmlded __ + 1_ I.a.> _-. 1 ,3 E 1 PIT, s - TOTAL COST•> 2J49,898 1 955 481 1,649,947 2137.363 2.029,481 UM tail Cd.t I SF-> TOTAL PLUGS-> PmB1n.Imn A,s;i�'Jnde•g­c CH..cd Ja1d.n FOYar SP..OIa.. PIPE,TOA..PVC C900 CR 14,(ALL DEPTHS)WITH RESTRAINED JOINTS.INCLUDES RR 510 CORR 510 1 FXCAVATION AND BACKFILL. 332 DO LF ._- _ _ _ __. y Add_�> f 130.00 $ 4],18000 y Add-> 5 9300 f ]0,87601' n::d> S 126.00 S 12158.00 y ADC-> 5 13000 f 43.190Do RR 510 CORR 510 PIPE B'0 A PVC OR 14 AL1.DEPTHS INCLUDES EXCAVATIONAND 9A KF 0800 .( ) C It 2.1660.0 LF � _ Add--l- S 113.00 S 218.09000 y Ade-> 5 73.00 S 156.118 cc Add�> 5 11.9.00 E 15),)51.00 y AdC.> 5 11500_f 119,09000 'P PE.B DIA PVC C900 DR 14.ALL DEPTHS)WITH RESTRAINED JOINTS,INCLUDES RR 510 CORR 510 EXCAVATION AND BACKFILL 3.07500+LF ___ Add> E .120.00 S val'o00W y Add> 5 8100 S 2706001:: Ped> S 12800 S 393901]00 y Adc> 5 12000 3 369,00000 PIPE.12'DIA.PVC 0900 DR 14.(ALL DEPTHS)WITH RESTRAINED JOINTS INCLUDES - - RR51C CONN S'0 E XCAVATION AND BACKFILL. '2300 LF __ _ Add_-> $ 20_0.00 f 24.600 DO y > S 8700 f 2].DO'UI' qdC> S 22500 S 2767500 y > S 20000 3 11.00000 RR StC CONK 510 DUCTILE IRON FI7TINGS.INCH THROUGH 121NCH 900+TON Ades S 6.30000 S 52.000 Olt y Add> S 510000 f 15,80000 y Aae> S 980000 f- 18600.00 y Adc> 5 650000 f 31.00000 TAB 7 MASTER PROJECT SCHEDULE COPP Providing the Absolute Best Construction Experience Ac"10 Acti Nwine Orig Rem Start Finish Qtr 3,2024Ott,4,2024Qtr 1,2025Otr 2,2025Qtr 3,2025Otr 4.2025Qtr 1,2026 Dur Dur - Jul Aug Sep Oct Nov Dee Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb CORR • 1 CoRR Milestones 0 0 Issues and Constraints 0 0 Precunstruction 0 0 Design 1 1 GIMP 1 1 Contract Administation 1 1 Early Procurement D 0 Administration 1 1 Submittals 1 Procurement 1 Construction 352 . 352 03-Sep-24 23-Jan-26 Constr Parkway •Apex Fields1 - 3A.1- OVerall Site 352 352 03-Sep-24 23-Jan-28 V Overall PwW General A1020 Construct SG trailer compound 5 5 03-Sep-24 09-Sep-24 Construct SG trailer compound A1000 Install erosion control measures 5 5 1D-Sep-24 16-Sep-24 o Install erosion control measures A1010 Install perimeter construction fence 5 5 17-Sep-24 23-Sep-24 o Install perimeter construction fence A1030 Conduct necessary preconstruction meetings 1 24-Sep-24 24-Sep-24 Conduct necessary preconstrucfion meetings •- V/Demolition A1040 Demolish existing roadway and site elements 10 +'.P., 24 :17 to Demolish existing roadway and site elements Crossing �1 Heritage Crossing •• 55 09-Oct-24 W Earthwork A1050 Rough grade Heritage Crossing area o4-O<i-24 o Rough grade Heritage Crossing area 45 45 25-Sep-24 M-1 Utilities Storm ''+Il�ri°+ _ 12 12 16-Oct-24 31-Oct-24 V1 Storm A1060 Install box culvert and associated headwalls at Heritage Crossing 10 10 16-0ct-24 29-00-24 o Install box culvert and associated headwalls at Heritage Crossing A1070 Install temporary culvert at Harrell Pkwy tie in 2 2 30-0ct-24 31-0c1-24 o Install temporary culvert at Harrell Pkwy tie in Water ,, _ ., 15 15 25-Sep-24 15-Oct-24 V11V Water Water LneA 15 15 25-Sep-24 15-00-24 Gel Water Lin aA A1080 Install WLAand associated hydrants and meters 10 10 25-Sep-24 08-Oct-24 o Install WLAand associated hydrants and meters A1090 Test WLAand close out applicable inspections 5 5 09-Oct-24 15-Oct-24 o Test WLAand close out applicable inspections Electrical -• 30 30 16-Oct-24 2#AkW-24 Vissississis•Electrical A1100 Install electrical and communications raceways 10 10 16-Oct-24 29-Oct-24 o Install electrical and communications raceways A1110 FPF light pole bases 5 S 30-00-24 05-Nov-24 o FPF light pole bases A1120 Pull wire 5 5 06-Nov-24 12-Nov-24 a Pull wire A1130 Erect light poles 5 5 13-Nov-24 19-Nov-24 o Erect light poles A1140 Make up electrical connections and test fixtures 5 5 20-Nov-24 26-Nov-24 o Make up electrical connections and test fixtures Road Const 01-Nov-24 30-Dec-24-- VummmmmOmW Road Construction A1150 Lime treat subgrade at Heritage Crossing 5 5 01-Nov-24 07-Nov-24 j o Lime treat subgrade at Heritage Crossing A1160 Install road base and fine grade at Heritage Crossing 5 5 08-Nov-24 14-Nov-24 o Install road base and fine grade at Heritage Crossing A1170 FPF cub and gutter at Heritage Crossing 5 5 15-Nov-24 21-Nov-24 m FPF cub and gutter at Heritage Crossing A1180 FPF concrete approach 5 5 22-Nov-24 02-Dec-24 o FPF concrete approach A1190 Apply lack coat and pave first lift of asphalt 2 2 03-Dec-24 04-Dec-24 1 Apply tack coat and pave first lift of asphalt A1200 Open HC for bypass to commence remainder of 3A.1 scope of work 1 1 30-Dec-24 30-Dec-24 1 Open HC for bypass to commence remainder of 3A1 scope of work V--/Concrete V--/Sideaks&Paths A1210 Prep subgrade for SUP at Heritage Crossing 5 5 22-Nov-24 02-Dec-24 o Prep subgrade for SUP at Heritage Cross ng A1220 FPF SUP at Heritage Crossing 10 10 03-Dec-24 16-Dec-24 a FPF SUP at Heritage Crossing Start Date: 03-Sep-24 fly Actual Work ♦ ♦Milestone Actual Level of EttoA CORR OSP-3 A Harrell Parkway Finish Date: 23-Jan-26 Remaining Work T-millf Summary WBS LayoutAll Data Dale: 02-Sep-24 Ir Critical Remaining Work Iila� Level of Effort age1 of 5Activities 1 1 Run Date: 19-Jun-24 g I Ju- Al 230 Wreck forms and clean area at Heritage Crossing . 17-Dec-24 19-Dec-24 r , o Wreck forms and clean area at Heritage Crossing - - 5 5, ._= rI Landscaping and Irrigation 5., V/Landscaping A1240 Fine grade landscaping area and seed at Heritage Crossing 20-Dec-24 27-Dec-24 o Fine grade landscaping area and seed at Heritage Crossing Striping and Signage 2 2 05-Dec-24 06-Dec-24 V Striping and Signage Al 250 Temporary striping for new roadway - 1 1 05-Dec-24 05-Dec-24 t Temporary striping for new roadway Al 260 Install roadway signage 2 2 05-Dec-24 06-Dec-24 a Install roadway signage Harrell Parkway and Lakeview ParkinqHarrell 180 180 15-Jan-25 26- Earthwork Al d40 Rough grade for all retaining walls,MSE walls,ped underpass,ped bridge,and culverts 15 11, 15-Jan 04 Feb-25 o Rough grade for all retaining walls,MSE walls,ped underpass,ped bridge,and culvert A2220 Cut/Fill entirety of Harrell Pkwy,Sports Capital Crossing and Lakeview Parking for 3A.1 scope 15 15 19-Jun-25 10-Jul-25 o Cut I Fill entirety of Harrell Pkwy,Sports Capital Cro. A1850 Fine grade entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A,1 scope out 10 10 15-Sep-25 26-Sep-25 o Fine grade entire Harrell Parkway, STA 59+25.00-65+00 0 Q STA 65+00-70+50 0 0 ., STA 7 0+50-76+00 0 0 STA76+00-81+50 0 0 ' , STA81+50-87+00 0 0 STA 87+00-91+50 0 0 STA91+50-97+00 0 0 STA97+00-102+48.00_x- 0 p "- Utilities 235 235 15-Jan-25 Utilities §001100—„..,,,_--_Msy�- 25 25 15-Jan-25 18-1FW28 - P'��Sanitary A1810 Install 15"WW line and associated structures 15 15 15-Jan-25 04-Ferr25 o Install 15"WW line and associated structures A1820 Implement WW bypass system and complete WIN tie ins to existing structures 5 b OS-Feh-25 11-Feb-25 o Implement WIN bypass system and complete WW tie ins to existing structures A1930 Perform testing and close out necessary inspections 5 5 12-Feb-25 18-Feb-25 a Perform testing and close out necessary inspections Storm 90 90 19-Feb-25 25-Jun-25 Storm A1320 Install storm line A and associated structures 15 15 19-Feb-25 11-Mar-25 o Install storm IIneA and associated structures Al 330 Install storm lite B and associated structures 5 5 12-Mar-25 18-Mar-25 o Install storm line B and associated structures Al 350 Install culverts,headwalls,and rip rap at SUP STA234+33 10 10 19-Mar-25 01-Apr-25 o Install culverts,headwalls,and rip rap at SUP STA234+33 Al 360 Install culverts and headwalls at STA61+33 10 10 02-Apr-25 15-Apr-25 o Install culverts and headwalls at STA61+33 Al 370 Install culverts,headwalls,and rip rap at STA 65+57 10 10 16-Apr-25 29-Apr-25 o Install culverts,headwalls,and rip rap at STA 65+57 A2410 Install culverts,headwalls,and rip rap at STA 86+53 10 10 30-Apr-25 13-May-25 o Install culverts,headwalls,and rip rap at STA 86+53 A2420 Install culverts,headwalls,and rip rap at STA 90+54 10 10 14-May-25 28-May-25 o Instal culverts.headwalls,and rip rap at STA 90+54 A2430 Install culverts,headwalls,and rip rap at STA 95+22 15 15 29-May-25 18-Jun-25 a Install culverts,headwalls,and rip rap at STA 95+22 A1340 Install trench drain and associated piping at pedestrian underpass 5 5 19-Jun-25 25-Jun-25 o Install trench drain and associated piping at pedestrian Water _ - r, '130 -130 15+"tan-25 .17Water A2180 Install entirety of 8"WL Bfrom W-STA 10+50-50+45 70 70 15-Jan-25 22-Apr-25 j a Ins tall entirety of B"WL Bfrom 41-STA 10+50-50+45 A2190 Install entirety of 8"WL C from+,L STA 10+00-11+95 5 5 23-Apr-25 29-Apr-25 o Install entirety of 8"W L C tom+A STA 10+00-11+95 A2200 Install entirety of 8"WL D from+/.STA 10+00-11+21 5 5 30-Apr-25 06-May-25 a Install entirety of 8"WL D tom+1-STA 10+00-11+21 A2210 Install entirety of 8"WL E from+/-STA 10+00-11+47 5 5 07-May-25 13-May-25 o Install entirety of 8"WL E from+/-STA 10+00-11+47 A2230 Install entirety of 8"WL F from M-STA 10+00-10+47 5 5 14-May-25 20-May-25 o Install entirety of 8"WL F from+/-STA 10+00-10+47 A2250 Install entirety of 6"WLAfrom+/-STA 10+00-11+00 5 5 21-May-25 28-May-25 o Instal entirety of 6"WLAfrom+/-STA 10+00-11+00 A2260 Install entirety of 6"WL B frorn+/-STA 10+00-11+03 5 5 29-May-25 04-Jun-25 o Install entirety of 6"WL Bfram+/-STA 10+00-11+03 A2270 Install entirety of 6"WL C tom+P STA 10+00-10+27 5 5 05-Jun-25 11-Jun-25 m Install entirety of 6"WL C tom+/-STA 10+00.10+27 A2280 Install entirety of 6"WL D tom+/-STA 10+00-11+05 5 5 12-Jun-25 18-Jun-25 a Install entirety of 6"W L D tom+/-STA 10+00.11+05 A2290 Install restraints and steel casing at reuse line A from+/-STA 10+20-10+75 5 5 19-Jun-25 25-Jun-25 m Instal restraints and steel casing at reuse line from+ A2300 Install restraints and steel casing at reuse line B from+/-STA 10+21-10+91 5 5 26-Jun-25 02-Jul-25 a Instal restraints and steel casing at reuse line B from A2310 Install entirety of 12"reuse line A from+/-STA 10+00-11+50 5 5 03-Jul-25 10-JuF25 o Install entirety of 12"reuse line A from+/-STA 10+OC A2320 Install entirety of 4"reuse line A from+l-STA 10+00-11+16 5 5 11-Jul-25 17-Jul-25 o Install entirety o(4"reuse line A from+/-STA 10+0t 1.110 110 - fl-Ju1-25 -16-Dec-25 Electrical A2330 Install electrical and communicaRon raceways,boxes,and pull strings from+l-STA58+00-69+00 20 20 11-Jul-25 07-Aug-25 o Install electrical and communication raceways A2340 Install electrical and communication raceways,boxes,and pull strings from+/-STA 69+00-87+00 20 20 08-Aug-25 05-Sep-25 o Install electrical and communicadon rac -F Start Date: 03-Sep-24 Actual Work ♦ ♦Milestone — Actual Level of Effort CoRR OSP-3 A Harrell Parkway Finish Dale: 23-Jan-26 — Remaining Work 1110-00►Summary .WBS Layout-All Activities Data Date: 02-Sep-24 — Critical Remaining Work ttttttttttttttttto Level of Effort Page 2 of 5 Run Dale: 19-Jun-24 9 Name Orig RemQtr 3,2024Qtr 4,XW, Otr 1,2025Qtr 2,2025 _. , Dur Dur ■ Jul Aug Sep Oct NoVIM, Jan Fab Mar Apr May Jun,,===�,'Oct Nov Da4=jW 17A2380 350 Install electrical and communication raceways,boxes,and pull strings from+/-STA 87+00-102+00 20 20 08-Sep-25 03-Oct-25 o Install electrical and communicad 360 Install all light pole bases for entirety of Harrell Parkway and Lakeview Parking for 3A.1 20 20 06-Oct-25 31-Oct-25 o Install all light pole bases fr 370 Install all light poles for entirety of Harrell Parkway and Lakeview Parking for 3A.1 10 10 03-Nov-25 14-Nov-25 o Install all light poles for t Pull wiremake up connections,and test fixtures for entirety of Harrell Parkway and Lakeview pal 20 20 17-Nov-25 16-Dec-25 o Pull wire,makeining Walls and Seat Walls _ Retaining Walls and Seat Walls MSE Walls ,, 15 26-Mar-25 `{S` '" Apr=�''" 7—I MSE Walls A2390 Construct all MSE walls for 3A.1 15 15 26-Mar-25 15-Apr-25 o Construct all MSE walls for 3A.1 Block Wa Is - - 70 70 19-Feb-25 28-May-25 V Block Walls A2470 Construct all block retaining walls along west side of Harrell Parkway from+/-STA 71+00-75+00 20 20 19-Feb-25 18-Mar-25 o Construct all block retaining walls along west side of Harrell Parkway from+/- A2400 Construct all block retaining walls for pedestrian overpass bridge 70 70 19-Feb-25 28-11ay-25Construct al Nock retaining walls for pedestrian overpass bri A2440 Construct all block retaining walls along east side of Harrell Parkway from+/-STA 97+50-101+50 15 15 19-Mar-25 OB-Apr-25 o Construct all block retaining walls along east side of Harrell Parkway fron A2450 Set all limestone butter blocks along Harrell Parkway for entirety of 3A.1 5 5 09-Apr-25 15-Apr-25 o Set all limestone butter blocks along Harrell Parkway for entirety of 3A.1 C� i*arB lCurbs yuc 50 50 11_311XW." 19-Sep-25 '11000000aaamaNIF Concrete Walls/Curbs A2480 Construct TY F3 curb wall from /-SUP STA240+00-241+78 15 15 11-Ju1-25 31-Jul-25 o Construct TY F3 curb wall from+l-SUP STA2 A2490 Construct TY F3 curb wall from+I-SUP STA 303+35-304+25 15 15 01-Aug-25 21-Aug-25 o Construct TY F3 curb wall from+/-SUPS' A2500 Construct TY F3 curb wall from+I-SUP STA 304+82-307+62 20 20 22-Aug-25 19-Sep-25 o Construct TY F3 curb wall from+/-. Bridges V Badges Pe4estrian Underpass Bridge - - P - --•. -:- .--.-. ..... °- 111100a0aaaall'Pedestrian Underpass Bridge A2050 Excavate and PF footings for underpass bridge including wing walls 5 5 05-Feb-25 11-Feb-25 o Excavate and PF footings for underpass bridge including wing walls A2070 Cure time for footings prior to setting bridge 5 5 12-Feb-25 18-Feb-25 o Cure time for footings prior to setting bridge A2080 Set all bridge members including wing walls for underpass 10 10 19-Feb-25 04-Mar-25 o Set all bridge members including wing walls for underpass A2090 Waterproof a air ety of underpass bridge 5 5 05-Mar-25 11-Mar-25 o Waterproofentrety d underpass bridge A2100 Install drainage piping and backfill underpass bridge 10 10 12-Mar-25 25-Mar-25 a Install drainage piping and backfill underpass bridge Pedestrian Overpass Bridge 105 105 05-Feb-25 02-Ju1-25 Pedestrian Overpass Bridge A2060 PF piers/foundations for overpass bridge 5 5 05-Feb-25 11-Feb-25 o PF piers/foundations for overpass bridge A2110 PF above grade columns 5 5 12-Feb-25 18-Feb-25 o PF above grade columns A2120 FPF abdutmenls for bridge 10 10 29-May-25 11-Jun-25 o FPF abdutments for bridge A2130 Cure time for structural concrete for overpass bridge 5 5 12-Jun-25 18-Jun-25 a Cure time for structural concrete for overpass bridge A2140 Set overpass bridge 5 5 191 25-Jun-25 o Set overpass bridge A2150 PF concrete deck on overpass bridge 5 5 26-Jun-25 02-Ju1-25 o PF concrete deck on overpass bridge Road and Lakeview Pa Road and Lakeview Parking A1860 Lime Stabilize entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A.1 scope 15 15 11-Jul-25 31-Jul-25 o Lime Stabilize entire Harrell Parkway.Sports C A1870 Install base and fine grade entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 15 15 01-Aug-25 21-Aug-25 o Install base and fine grade entire Harrell P: 6 At880 FPF curb and gutter at entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A 15 15 22-Aug-25 12-Sell o FPF curb and gutter at entire Harrell f IR A1890 FPF approaches at entire Harrell Parkway.Sports Capital Crossing and Lakeview Parking in 3A.1 s 10 10 15-Sep-25 26-Sep-25 o FPF approaches at entire Harrell A1900 Pave entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A.1 scope 5 5 29-Sep-25 03-Oct-25 o Pave entire Harrell Parkway.Sp STA 59+25.00-65+00 alAIII .. 0 0 _ STA 65+00-701 50 0 0' STA 70+50-76+00 0 1 STA 76+00-81+50 0 0 STA81+50-87+00 0 0 STA87+00-91+50 0 0. STA 91+50-97+00 -- 0 0 . STA 97+00-102+48.000 0 Guard Rail ° - - ---- 135 135 16-Apr-25 24-Oct-25',I° Guard Rail Metal Beam Guard Fence 15 15 01 24-Oct-25 1 r1 Metal Beam Guard Fence A2030 Install MBGF and end treatments from+/-STA 70+00-77+00 5 .1 OH-Oct-2.`, 10-Oct-25 o Install MBGF and end Veatmen A2160 Install MBGF and end treatments from+/-STA 80+00-81+50 5 5 13-Oct-25 17-Oct-25 o Install MBGF and end treatme A2170 Install MBGF and end treatments from+/-STA 84+50-97+50 5 5 20-00-25 24-0ct-25 a Install MBGF and end treats Cast lace Concrete Rail 15 15 16-Apr-25 06-May-25 r1 Cast in Place Concrete Rail A2040 Install cast in place rad from I STA 71,00-a01 50 15 15 16-Ap,25 06-May-25 o Install cast in place rail from+/-STA 71+00-80+50 80 80 22-Aug-25 16-Dec-25 Concrete Start Date: 03-Sep-24 w Actual Work ♦ ♦Milestone Actual Level of Effort CORR OSP-3 A Harrell Parkway Finish Date23-Jan-26 Remaining Work vaaaaaar Summary WBS Layout-All Activities Data Date: 02-Sep-24 Critical Remaining Work aaaaaa Level of Effort Page 3 of 5 Run Date: 19-Jun-24 9 ----- Sidealks&Paths -,-, - ; 80 xc - .," r Sidealks&Path: At 910 FPF sidewalk/SUP from+/-SUP STA230+00-232+50 5 5 22-Aug-25 28-Aug-25 FPF sidewalk/SUP from+/-SUP STA23 At 920 FPF sidewalk/SUP from+l-SUP STA232+50-238+00 10 10 29-Aug-25 12-Sep-25 Sep-25 o FPF sidewaklSUP from+/-SUP STA A1930 FPF sidewalk/SUP from+t-SUP STA238+00-243+00 10 10 15-Sep-25 26-Sep-25 o FPF sidewak/SUP from+/-SUP Al 940 FPF sidewalk/SUP from+/-SUP STA300+30-304+50 10 10 29-Sap-25 10-Oct-25 o FPF sidewalk/SUP from+/-SU At 950 FPF sidewalk/SUP from+/-SUP STA 304+50-309+50 10 10 13-Oct-25 24-Oct-25 o FPF sidewalk/SUP from+/- A1960 FPF sidewalk/SUP from+t-SUP STA309+50-315+00 10 10 27-Oct-25 07-Nov-25 o FPF sidewalk/SUP from A1970 FPF sidewalk/SUP from+/-SUP STA315+00-319+50 10 10 10-Nov-25 21-Nov-25 o FPF sidewalk/SUP fr Al 980 FPF sidewalk/SUP from+/-SUP STA 22+00-26+73 10 10 24-Nov-25 09-Dec-25 o FPF sidewalk/SU A2240 FPF sidewalk/SUP from at Sports Captial Cressinq 5 10-Der,-25 16-Dec-25 o FPF sidewalk/Sl Misc.Concrete _ 0 0 Landscaping and Irrigation 60 60 27-Oct-25 23-Jan-26 Landsc ..gation �...�.__,� _"_�--"� ` -"-'�"' 40 40 27-Oct-25 23-Dec-25 VFW Irrigation A1990 Install all irrigation for work associated with 3A.1 Harrell Parkway and Lakeview Parking 40 40 27-Oct-25 23-Dec-25 o Install all irrlga Landscaping 40 40 24-Nov-25 23-Jan-26 i'leamee"Pell"1 Landsc A2000 Install all landscaping for work associated with 3A.1 Harrell Parkway and Lakeview Parking 40 40 24-Nov-25 23-Jan-26 o Install a Site Furnishings/Misc.Met Val Site Furnish Site F,--l-it, Misc.Metals 10 10 ,17-Dec-25 02-Jan-26, Val Misc.Metah Handrails 10 10 17-0ec-25 02-Jan-26 Vm6W Handrails A2460 Install all pedestrian handrail I guardrail for entirety of 3A.1 10 10 17-Dec-25 02-Jan-26 o Install all per W Striping and Signage A2010 Stripe entire Harrell Parkway and Lakeview Parking associated with 3A 1 5 5 06-Oct-25 10-Oct-25 a Stripe entire Harrell Parkway at A2020 Install all signage associated with Harrell Parkway and Lakeview Parking for 3A.1 5 5 06-Oct-25 10-Oct-25 o Install all signage associated wi FieldsApex 1 aaaaaal Apex Fields and Parking Earthwork A1270 Rough grade perimeter of field to accommodate footing and backfil needs for block retaining walls 10 10 03-Sap-24 16-Sep-24 o Rough grade perimeter of field to accommodate footing and backfill needs for block retaining walls Al 540 Rough grade parking lot,west road and east driveway 10 10 29-Oct-24 11-Nov-24 o Rough grade parking lot.west road and east driveway Al 280 Rough grade fields 10 10 26-Nov-24 11-Dec-24 o Rough grade fields At 290 Complete field grading after retaining wall construction 10 10 10-Feb-25 21-Feb-25 o Complete field grading after retaining wall construction Al 550 Backfill and fine grade behind retaining walls and parking lot 10 10 10-Feb-25 21-Feb-25 o Backfill and fine grade behind retaining walls and parking lot Utilities Storm Storm A1380 Install storm line C and associated structures 20 20 17-Sep-24 14-Oct-24 o Install storm line C and associated structures At 390 Install storm line D and associated structures 10 10 12-Nov-24 25-Nov-24 o Install storm line D and associated structures A1400 Install storm line E and associated structures 10 10 26-Nov-24 11-Dec-24 o Install storm line E and associated structures At 300 Install storm line F and associated structures 5 5 13-Jan-25 17-Jan-25 o Install storm line F and associated structures A1310 Install trench drain and piping along east side of Apex Fields 5 5 24-Feb-25 28-Feb25 o Install trench drain and piping along east side of Apex Fields Electrical - 120 120 12-Nov-24 02-May-25 Electrical A1420 Install electrical raceways and pole bases for-Apex Fields parking lot 15 15 12-Nov-24 04-Dec-24 o Install electrical raceways and pole bases forApex Fields parking lot A1430 Construct electrical rack and panels at Apex Fields parking lot 10 10 05-Dec-24 18-Dec-24 o Construct electrical rack and panels at Apex Fields parking lot A1440 Pull wire at Apex Fields parking lot 10 10 19-Dec-24 03-Jan-25 o Pull wire at Apex Fields parking lot A1460 Erect light poles at Apex Fields parking lot 5 5 06-Jan-25 10-Jan-25 o Erect light poles at Apex Fields parking lot A1480 Makeup connections and test fixtures at Apex Fields parking lot 5 5 13-Jan-25 17-Jen-25 o Makeup connections and lest fixtures at Apex Fields parking lot A1410 Install electrical raceways and pole bases for Apex Fields 15 15 24-Fab-25 14-Mar-25 o Install electrical raceways and pole bases for Apex Fields A1450 Put wire at Apex Fields 15 15 17-Mar-25 04-Apr-25 o Pull wire at Apex Fields A1470 Erect light poles at Apex Fields 10 10 07-Apr-25 18-Apr-25 o Erect light poles at Apex Fields A1490 Make up connections and test fixtures at Apex Fields 10 10 21-Apr-25 02-May-25 a Makeup connections and test fixtures at Apex Fields Retaining Walls and Seal Walls At 500 Construct north retaining wall at Apex Fields including french drain and gravel backfill 30 30 17-Sep-24 28-Oct-24 Construct north retaining wall at Apex Fields including french drain and gravel backfil A1510 Construct west retaining wall at Apex Fields including french drain and gravel backfil 20 20 29-Oct-24 25-Nov-24 o Construct west retaining wall at Apex Fields including french drain and gravel backfill Stan Date: 03-Sep-24 — Actual Work ♦ ♦Milestone aaaaaiiiiii Actual Level of Effort CoRR OSP-3 A Harrell Parkway Finish Date: 23-Jan-26 Remaining Work V---V Summary �� Data Date: 02-Sep-24 .WBS Layout-All ActivitiesaniGlass Critical Remaining Work aaa® Level of Effort Page 4 of 5 ' Run Date: 19-Jun-24 Activity ID Activity Name Ong Rem Start Finish Qtr 3,2024Otr 4,2024Qtr 1,2025Qtr 2.2025Qtr 3,2025Otr 4,2025Qtr 11.2Mj Our Dur Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb A1520 Construct south retaining wallat Apex Fields including french drain and gravel backfill 30 30 26-Nov-24 10-Jan-25 o Construct south retaining wall at Apex Fields including french drain and gravel backfill A1530 Construct east retaining wall at Apex Fields including french drain and gravel backfill 20 20 13-Jan-25 07-Feb-25 o Construct east retaining wall at Apex Fields including french drain and gravel backfill DrIVBW Feb-25 110sessea1 Parking Lot and Driveway A1567FFPF abilize parking lot,west road and east driveway 15 15 12-Dec-24 03-Jan-25 a Lime stabilize parking lot,west road and east driveway A157and fine grade base material at parking lot,west road and east driveway 10 10 06-Jan-25 17-Jan-25 o Install and fine grade base material at parking lot,west road and east driveway A158rb and gutter at parking lot,west road and east driveway 10 10 20-Jan-25 31-Jan-25 o FPF curb and gutter at parking lot,west road and east driveway A159ncrete approach at parking lot driveway connection to HP 5 5 03-Feb-25 07-Feb-25 o FPF concrete approach at parking lot driveway connection to HP A1600 Apply tack coat and pave parking lot,west road and east driveway 3 3 10-Feb-25 12-Feb-25 a Apply tack coat and pave parking lot,west road and east driveway COtlCretE '-_. ,...- ,......_.-.- .. :,., _. -_ -77- —77f�bB-'Zrs-- _ Concrete Sidealks&Paths 77 77 13-Feb-25 02-Jun-25 Sidealks&Paths A1610 FPF sidewalks,ramps,and landings at parking lot 15 15 13-Feb-25 05-Mar-25 o FPF sidewalks,ramps,and landings at parking lot A1620 FPF ramps,landings,and stairs at north end of Apex Fields 10 10 24-Feb-25 07-Mar-25 o FPF ramps,landings,and stairs at north end of Apex Fields A1630 FPF sidewalks at north side of Apex Fields 10 10 10-Mar-25 21-Mar-25 o FPF sidewalks at north side of Apex Fields A1640 FPF sidewalks at west side of Apex Fields 10 10 24-Mar-25 04-Apr-25 o FPF sidewalks at west side of Apex Fields A1660 FPF sidewalks at south side of Apex Fields 10 10 07-Apr-25 18-Apr-25 o FPF sidewalks at south side of Apex Fields A1670 FPF ramp and landing at south side of Apex Fields 10 10 21-Apr-25 02-May-25 o FPF ramp and landing at south side of Apex Fields A1650 FPF sidewalks west of west retaining wall of Apex Fields 10 10 05-May-25 16-May-25 o FPF sidewalks west of west retaining wall of Apex Fields A1680 FnF sidewalks south of south retaining wall of Apex Fields 10 10 19-May-25 02-Jun-25 o FPF sidewalks south of south retaining wall of Apex Fields Laodilliping Landscaping and Irrgation Irrigation meassair Irrigation A1760 Install irrigation at Apex Fields 15 15 24-Feb-25 14-Mar-25 o Install irrigation at Apex Fields A1740 Install irrigation at parking lot 10 10 06-Mar-25 19-Mar-25 o Install irrigation at parking lot A1750 Install irrigation at perimeter of Apex Fields outside of retaining walls 15 15 19-May-25 09-Jun-25 a Install Irrigation at perimeter of Apex Fields outside of retain Landscaping 75 75 +, ,,'�,5-...., 30-Jun-25 Landscaping A1730 Install top soil and sod at Apex Fields 20 20 17-Mar-25 11-Apr-25 o Install topsoil and sod at Apex Fields A1690 Install plantings,gravel,mulch.boulders,etcat parking lot 15 15 20-Mar-25 09-Apr-25 o Install plantings,gravel,mulch,boulders,etcat parking lot A1700 Install sod at parking lot 5 5 10-Apr-25 16-Apr-25 o Install sod at parking lot A1710 Install plantings,gravel,mulch,boulders,etc.north of north retaining wall of Apex Fields 10 10 10-Jun-25 23-Jun-25 o Install plantings,gravel,mulch,boulders,etc .north of ne A1720 Install sod at perimeter of Apex Fields outside of retaining walls 5 5 24-Jun-25 30-Jun-25 o Install sod at perimeter ofApex Fields outside of retaini Site Funnishings/Misc.Metals Site Furnishings/Misc.Metals Site I urnishings Misc.Metals 110 110 13-Jan-25 16-Jun-25 Misc.Metals Haddrads 10 10 03-Jun-25 16-Jun-25 1f'e'll'Handrails A1790 Install handrails/guardrails at ramps,landings,and stairs at north and south side of Apex Fields 10 10 03-Jun-25 16-Jun-25 o Install handrails/guardrails at ramps,landings,and stairs Fencing 20 20 13-Jan-25 07-Feb-25 V=-4 Fencing A1800 Install fencing around perimeter of Apex Fields 20 20 13-Jan-25 07-Feb-25 o Install fencing around perimeter of Apex Fields W Striping and Signage A1770 Stripe parking lot and driveway from HP 5 5 13-Feb-25 191 o Stripe parking lot and driveway from HP A1780 Install signage and wheel stops 5 5 13-Feb-25 191 o Install signage and wheel stops 3A.2-Harrell Parkway r r 3A.3-Harrell Parkway Bridge t r Close Out 0 0 Start Date: 03-Sep-24 — Actual Work ♦ ♦Milestone saes Actual Level of Effort Ci OSP-3 A Harrell Parkway Finish Date: 23-Jan-28 Remaining Work vmmmmI Summary .WBS Layout-All Activities Data Date: 02-Sep-24 arr Critical Remaining Work eaaaao Level of Effort Page 5 of 5 Run Date: 19-Jun-24 9 PROCUREMENT PACKAGE STRATEGY A f� f SpawGlass Construction pe Bid Proposal Package Strategy City of Round Rock - Old Settler's Park Build Out Package 3A.1 - Harrell Parkway Realignment 100% CD Drawings 3300 E Palm Valley Blvd Round Rock, TX 78665 Long Lead Time Equipment and Material The prefabricated pedestrian bridge and underpass both have a long lead time of 6-9 months. In order to help mitigate this lead time, SpawGlass has issued purchase orders to both vendors to release the bridge now via our preconstruction agreement, so as to support the construction schedule. Construction Document Packages It is tentatively anticipated that multiple packages will be required to satisfy material procurement and drawings development. This includes: • Bid Package I - Package 3A.1 portion • Bid Package II - Package 3A.2 portion • Bid Package III-- Package 3A.3 portion Proposal Package Strategy The project will be advertised for proposals from suppliers, subcontractors, and vendors for all major features of work. Proposals shall be received via mail, email, courier, or hand delivered from subcontractors and suppliers. Any addendums that may be required will be issued one week prior to receiving proposals. The respondents will be evaluated on the subcontractors' ability to perform the work. Subcontractors will be recommended based on their company's personnel and corporate qualifications. SpawGlass will recommend the best value supplier and/or subcontractor to the Owner for concurrence prior to negotiating their contract. Am Am SpawGlass Oor"l-, Providing / / Best Construction I . 'AAA SpawGlass Contractors, Inc. 1111 Smith Road Austin, TX 78785 512-719-5251 www.SpawGiass.com Connect with us today! In X 03 91 �;� ® 77/26/2024 (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Mlrta Tamez Adams Risk Management Services, LLC PHONE FAX Adams Insurance Service, Inc. a , 713 869-8346 A/C No: 713 869-9144 427 W. 20th Street, Suite 500 ADDRESS: mtamez@adamsins.com Houston TX 77008 INSURERS AFFORDING COVERAGE NAIC III INSURER A:American Contractors Insurance Co.RRG 12300 INSURED SGADMIN-01 INSURER B:ACIG Insurance Company 19984 SpawGlass Contractors, Inc. INSURER C:Travelers Lloyds Insurance Company 41262 1111 Smith Road Austin,TX 78721 INSURER D:Valley Fore Insurance Company 20508 INSURER E:The Continental Insurance Company 35289 INSURER F: COVERAGES CERTIFICATE NUMBER:2001693319 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY NUMBER MWDD/YYY MM/DCDY EXP LTR LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y GL24ABC00046 6/1/2024 6/1/2025 EACH OCCURRENCE $10,000,000 ED RET CLAIMS MADE OCCUR PREMISES Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY $10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $10,000,000 POLICY 1K JEC LOC PRODUCTS-COMP/OP AGG $10,000,000 OTHER: $ D AUTOMOBILE LIABILITY Y Y BUA7033775896 6/1/2024 6/1/2025 COEa accidentMBINED SINGLE LIMIT $5,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIREDX NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident E UMBRELLA LIAB OCCUR Y Y CUE7034067095 6/1/2024 6/1/2025 EACH OCCURRENCE $10,000,000 X X EXCESS LIAR CLAIMS-MADE AGGREGATE $10,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION Y WCA000008324 6/1/2024 6/1/2025 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVEN/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 it yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C EQUIPMENT FLOATER QT-630-7625B35-0-TLC-24 6/1/2024 6/1/2025 PER ITEM 1,500,000 LEASED/RENTED AGGREGATE 3,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached It more space is required) The Automobile policy includes the following endorsements: 1)CNA63359-Blanket Additional Insured as required by written contract executed prior to the bodily injury or property damage.2)CNA63359-Blanket Waiver of Subrogation as required by written contract executed prior to the bodily injury or property damage.3)CNA63359&CNA71527-Primary Non-Contributory basis only when required by a written contract prior to Accident or Loss.4)CNA68021 -Notice of Cancellation-30 days blanket as required by written contract. The General Liability policy includes the following endorsements:1)1170-Additional Insured-Automatic Status as required by Contract-Blanket-Who is an insured is amended to include as Additional Insured any person or organization when you have agreed in a written contract that such person or organization be added as an additional insured on your policy.The endorsement also provides for the coverage to apply on a primary and non-contributory basis for ongoing See Attached... CERTIFICATE HOLDER 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. City of Round Rock 221 East Main Street Round Rock TX 78644 AUTHgRIZEDREPRESENTATIVE i ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: SGADMIN-01 _ LOC#: A�oRo® ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Adams Risk Management Services, LLC SpawGlass Contractors, Inc. 1111 Smith Road POLICY NUMBER Austin,TX 78721 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 and completed operations when required by written contract.2)205-Blanket Waiver of Subrogation when required in a written contract or agreement. 3)336- Notice of Cancellation, Nonrenewal or Material Change-30 days blanket as required by written contract.4)9-Aggregate Limits of insurance Per Project. The Workers'Compensation policy includes the following endorsements: 1)WC990304-Waiver of Subrogation-Blanket waiver for any person or organization for whom the named insured has agreed in a written contract to furnish the waiver.2)WC420601 -Notice of Cancellation-30 days blanket as required by written contract. The Umbrella/Excess Liability policy applies in excess and follows form of the underlying General Liability,Automobile Liability and Employers Liability policies above including the terms of any additional insured,waiver of subrogation and 30 day notice of cancellation endorsements.The policy follows the terms and conditions of such underlying policies unless they are inconsistent with the terms of the policy. The Equipment Floater policy includes a Blanket Automatic Loss Payee Endorsement CMU618 that provides Loss Payee status to the Certificate Holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. Re. Project:Old Settlers Park Buildout-Package 3A.1 -Harrell Parkway, Old Settlers Park, 3300 E.Palm Valley Blvd., Round Rock,TX 78665 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ADDITIONAL INSURED - AUTOMATIC STATUS 170 AS REQUIRED BY CONTRACT - BLANKET This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Any person or organization that you are required by written contract to include as an additional insured on this policy if the contract is executed prior to the loss. A. Section II,Who Is An Insured is amended to include as an additional insured any person or organization shown in the above SCHEDULE (called additional insured), but only with respect to liability for"bodily injury","property damage"or"personal and advertising injury"arising out of your premises or your operations for the additional insured, and only to the extent and for the minimum limits required in the written contract. B. The insurance provided to the additional insured is subject to the following limitations: 1. Unless a written contract specifically requires additional insured coverage for your completed operations,this insurance does not apply to"bodily injury"or"property damage"occurring after"your work"for the additional insured has been completed or after that portion of "your work"out of which the"bodily injury"or"property damage"arises has been put to its intended use by any person or organization, whichever occurs first. 2. Unless specifically required by written contract,this insurance provides additional insured coverage only for liability for"bodily injury", "property damage"or"personal and advertising injury"to the extent caused by the named insured's acts or omissions or the acts or omissions of those acting on the named insured's behalf. 3. This insurance does not apply to"bodily injury", "property damage"or"personal and advertising injury"for which the additional insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement except to the extent that the additional insured would have been obligated to pay such damages in the absence of the contract or agreement. 4. This insurance does not apply to"bodily injury", "property damage"or"personal and advertising injury"arising out of the rendering or failure to render any professional services by any insured or on any insured's behalf, including: a) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders,change orders,drawings or specifications;or b) Supervisory, inspection,architectural, or engineering services. 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. 5. This endorsement shall not apply to a person or organization if any other additional insured endorsement attached to this policy specifically applies to that person or organization. 6. The insurance afforded herein only applies to the extent permitted by applicable state law, including statutes governing additional insured coverage in the construction industry. 7. The insurance afforded to the additional insured shall not exceed the minimum limits required in the written contract. C. In no event shall the insurance provided to the additional insured exceed the minimum coverage required by the written contract, including but not limited to minimum limits,minimum scope of coverage,or minimum duration of coverage. If a written contract or agreement requires that additional insured status be provided by the use of specified edition dates of the ISO CG2010 and/or CG2037,then the terms of that endorsement are incorporated into this endorsement as respects such additional insured and shall supersede the coverage grant and limitations in Sections A. and B. of this endorsement. In the event that CG2010 and/or CG2037 are required but no edition dates are specified,the 04/13 editions shall apply. D. This insurance is excess to any other insurance, whether primary, excess, contingent or on any other basis, available to the additional insured unless a written contract requires that this insurance be primary or primary and non-contributing. However,this insurance is always excess to other insurance,whether primary,excess,contingent or on any other basis,when the additional insured has been added to the other insurance as an additional insured. Nothing herein contained shall be held to vary,alter,waive or extend any of the terms,conditions, provisions,agreements or limitations of the mentioned Policy,other than as above stated. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Effective: 6/1/2024 Policy No.: GL24ABC00046 Insured: SpawGlass Contractors, Inc., SpawGlass Construction Corp., SpawGlass Civil Construction, Inc., Westland Equipment and Supplies, LLC Insurance Company: American Contractors Insurance Company Risk Retention Group 205 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Persons or Organization(s): Any person or organization for whom you have agreed by written contract to furnish this waiver. Section IV— Commercial General Liability Conditions, 14. Transfer of Rights of Recovery Against Others to Us Condition is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or"your work" done under a contract with that person or organization and included in the "products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, conditions, provisions, agreements or limitations of the mentioned Policy, other than as above stated. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Effective: 6/1/2024 Policy No.: GL24ABC00046 Insured: SpawGlass Contractors, Inc., SpawGlass Construction Corp., SpawGlass Civil Construction, Inc., Westland Equipment and Supplies, LLC Insurance Company: American Contractors Insurance Company Risk Retention Group 336 NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL CHANGE - CERTIFICATE HOLDERS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The certificate of insurance holders shown in the schedule below have requested that they receive written notice of cancellation, nonrenewal or material change with respect to this policy. If we decide to cancel, nonrenew or make a material change to this policy, we agree to mail or deliver sixty (60) days advance written notice to the certificate of insurance holders shown in the schedule below. However, if we are cancelling or nonrenewing due to nonpayment of premium, we will only provide the certificate of insurance holders shown in the schedule below with ten (10) days advance written notice. The notice of cancellation, nonrenewal or material change will be mailed to the addresses provided to us by the certificate of insurance issuer. Proof of mailing will be considered sufficient proof of our good faith attempt to provide notice of cancellation, nonrenewal or material change to the certificate of insurance holders shown in the schedule below. SCHEDULE All certificate of insurance holders where written notice of cancellation, nonrenewal or material change to this policy is required by written contract, permit or agreement with the Named Insured. Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, conditions, provisions, agreements or limitations of the mentioned Policy, other than as above stated. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Effective: 6/1/2024 Policy No.: GL24ABC00046 Insured: SpawGlass Contractors, Inc., SpawGlass Construction Corp., SpawGlass Civil Construction, Inc., Westland Equipment and Supplies, LLC Insurance Company: American Contractors Insurance Company Risk Retention Group 9 AGGREGATE LIMITS OF INSURANCE (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is hereby understood and agreed the General Aggregate Limit under Section III, Limits of Insurance of the Coverage Form applies separately to each of your projects away from premises owned by or rented to you. Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, conditions, provisions, agreements or limitations of the mentioned Policy, other than as above stated. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Effective: 6/1/2024 Policy No.: GL24ABC00046 Insured: SpawGlass Contractors, Inc., SpawGlass Construction Corp., SpawGlass Civil Construction, Inc., Westland Equipment and Supplies, LLC Insurance Company: American Contractors Insurance Company Risk Retention Group CNABusiness Auto Policy SpawGlass Contractors,Inc.,SpawGlass Construction Corp., SpawGlass Civil Construction,Inc.,Westland Equipment and Supplies,LLC CONTRACTORS EXTENDEQAWVERAGE ENDORSEMENT - BUSINESS AUTO PLUS THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section ll, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or (2) Any such organization that is an insured under any other liability "policy" providing auto coverage. (: K�nsurecl ny person or organization that you are required by a written contract to name as an additional is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II — WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. Form No: CNA63359XX (04-2012) Policy No: BUA 7033775896 Underwriting Company: Valley Forge Insurance Company Policy Effective Date: 06/01/2024 m Copyright CNA All Rights Reserved. Includes copyrighted material of the In—r—ro Con,iroc nffiro Inr r ari —ith itc narmiccinn MCA Business Auto Policy Policy Endorsement C. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. II. PHYSICAL DAMAGE COVERAGE A. Glass Breakage - Hitting A Bird Or Animal - Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section III, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. C. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered auto you lease, hire, rent or borrow without a driver; and b. Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. e. Such physical damage coverage for hired autos will: (1) Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per accident. E. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. Form No: CNA63359XX (04-2012) Policy No: BUA 7033775896 Underwriting Company: Valley Forge Insurance Company Policy Effective Date: 06/01/2024 °Copyright CNA All Rights Reserved. Includes copyrighted pyrighted material of the Inoi-- q.—i— M i— 1— --1 —ith its --i—i— SNA Business Auto Policy Policy Endorsement F. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories d. A $100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for loss to a covered auto in any one accident is the lesser of: (1) $5,000; or (2) 20% of the auto's actual cash value (ACV). Ill. Drive Other Car Coverage — Executive Officers The following is added to Sections 11 and III: 1. Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: a. An auto owned by that "executive officer" or a member of that person's household; or b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered auto; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: Form No: CNA63359XX (04-2012) Policy No: BUA 7033775896 Underwriting Company: Valley Forge Insurance Company Policy Effective Date: 06/01/2024 Copyright CNA All Rights Reserved. Includes copyrighted material of the Ince— q­,i­ (lffi— Inr ikon —ith ite normieeinn CNA Business Auto Policy Policy indorsement (4) Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are ecutive officers or partners or your insurance manager. B. Transfer Of Rights Of Recovery Against Others To Us e rap A.S. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. C. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not spect to the coverage afforded provided such failure or omission is not intentional. 7D. Other Insurance ed to Section IV, Paragraph B.S.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. E. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Form No: CNA63359XX (04-2012) Policy No:BUA 7033775896 Underwriting Company: Valley Forge Insurance Company Policy Effective Date: 06/01/2024 °Copyright CNA All Rights Reserved. Includes copyrighted material of the Inairo Corvirac nffir Inr .—H —ith ite normiecnn SNA Business Auto Policy Policy Endorsement NOTICEOF • TO CERTIFICATEHOLDERS It is understood and agreed that: If you have agreed under written contract to provide notice of cancellation to a party to whom the Agent of Record has issued a Certificate of Insurance, and if we cancel a policy term described on that Certificate of Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to such Certificateholders at least 30 days in advance of the date cancellation is effective. If notice is mailed, then proof of mailing to the last known mailing address of the Certificateholder on file with the Agent of Record will be sufficient to prove notice. Any failure by us to notify such persons or organizations will not extend or invalidate such cancellation, or impose any liability or obligation upon us or the Agent of Record. All other terms and conditions of the policy remain unchanged This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy. SpawGlass Contractors,Inc.,SpawGlass Construction Corp., SpawGlass Civil Construction,Inc.,Westland Equipment and Supplies,LLC Form No: CNA68021 XX (02-2013) Policy No:BUA 7033775896 Underwriting Company: Valley Forge Insurance Company Policy Effective Date: 06/01/2024 °Copyright CNA All Rights Reserved. CNA Business Auto Policy Policy Endorsement It is understood and agreed that this endorsement amends the BUSINESS AUTO COVERAGE FORM as follows: SCHEDULE Name of Additional Insured Person Or Organization ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREEMENT TO NAME AS AN ADDITIONAL INSURED 1. In conformance with paragraph A.1.c. of Who Is An Insured of Section II - LIABILITY COVERAGE, the person or organization scheduled above is an insured under this policy. 2. The insurance afforded to the additional insured under this policy will apply on a primary and non-contributory basis if you have committed it to be so in a written contract or written agreement executed prior to the date of the "accident" for which the additional insured seeks coverage under this policy. All other terms and conditions of the policy remain unchanged This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy. Form No: CNA71527XX (10-2012) Policy No: BUA 7033775896 Underwriting Company: Valley Forge Insurance Company Policy Effective Date: 06/01/2024 Insured:SpawGlass Contractors,Inc.,SpawGlass Construction Corp., SpawGlass Civil Construction,Inc.,Westland Equipment and Supplies,LLC ®Copyright CNA All Rights Reserved. TEXAS WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY WC 99 03 04 (Ed. 04-07) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. 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, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver. This waiver does not extend to the statutory right of reimbursement from a claimant who recovers any amount under Section 417.002 of the Texas Labor Code. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person organization ( X ) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. This waiver does not extend to the statutory right of reimbursement under Section 417.002 of the Texas Labor Code. 2. Operations: CONSTRUCTION AND RELATED CONSTRUCTION RELATED WORK ALL TEXAS OPERATIONS 3. Premium: The premium charge of this endorsement shall be 2 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Minimum Premium: $0 5. Advance Premium: $0 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective: Same as Policy Effective Date unless otherwise indicated above. Policy Effective Date: 6/1/2024 Policy No. WCA000008324 Insured SpawGlass Contractors, Inc., SpawGlass Construction Corp., SpawGlass Civil Construction, Inc., Westland Equipment and Supplies, LLC Carrier Name/Code: ACIG Insurance Company WC 99 03 04 (Ed. 04-07) WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 03-13) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 60 days. However, in the case of cancellation or nonrenewal due to nonpayment of premium, only 10 days advance notice will be provided. 2. Notice will be mailed to: All certificate holders where written notice of cancellation, nonrenewal or material change to this policy is required by written contract, permit or agreement with the Named Insured. The notice will be mailed to the addresses provided to us by the certificate of insurance issuer. Proof of mailing will be considered sufficient proof of our good faith attempt to provide written notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 06/01/2024 Policy No. WCA000008324 Insured SpawGlass Contractors,Inc. , SpawGlass Construction Corp. , Premium$ SpawGlass Civil Construction, Inc. , Westland Equipment and Supplies, LLC Insurance Company ACIG Insurance Company WC 42 06 01 Wolters Kluwer Financial Services I Uniform Forms Page 1 of 1 (Ed. 03-13) TM COMMERCIAL INLAND MARINE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET LOSS PAYEES This endorsement modifies insurance provided under the COMMERCIAL INLAND MARINE COVERAGE PART The following is added to Section E — ADDITIONAL b. Pay any claim for loss or damage jointly to you COVERAGE CONDITIONS: and the Loss Payee as your interests may Loss Payable Provision appear. In the event of a Covered Cause of Loss to Covered This endorsement applies to all Covered Property for Property in which both you and a Loss Payee share which a Loss Payee is on file with us or your an insurable interest, we will: insurance agent or insurance broker. a. Adjust the loss or damage with you; and SpawGlass Contractors, Inc., SpawGlass Construction Corp., SpawGlass Civil Construction, Inc., Westland Equipment and Supplies, LLC Travelers Property& Casualty Co. Policy No. QT-630-7625B35-0-TLC-24 CM U6 18 05 21 ©2021 The Travelers Indemnity Company Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.with its permission.