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HomeMy WebLinkAboutPR 24366: REPAIRS AND RENOVATIONS OF POMPEIIAN VILLA 06/03/2025 AJS P.R.No.24366 Memorandum City of Port Arthur, Texas Robert A. "Bob"Bowers Civic Center To: The Honorable Mayor and City Council Through: Ron Burton,City Manager From: Adam J Saunders,Civic Center Dir RE: Proposed Resolution No. 24366 At Pompeiian Villa,much repair and maintenance are needed. Some repairs have been completed and are designated as Phase I,II and III. Additional work is needed. The next segment of work is Phase IV and it will focus on the electrical,HVAC, some plumbing and some exterior needs. The City Council approved Resolution Number 24-465 in December of 2024 for architectural plans, drawings and paperwork needed for approval from the Texas Historical Commission and correct restoration and repairs for Phase IV, and for LaBiche Architectural Group to oversee the project. We are ready to proceed with the Phase IV work. Mike Barnett Construction of Port Neches,Texas will do the work for a cost of$415,250.00. ANALYSIS/CONSIDERATION: The Purchasing Division advertised for this on 4/12/25 & 4/19/25. Two quotes were received: • Mike Barnett Construction $415,250.00 • Pineda Residential Contractors $600,000.00 RECOMMENDATION A resolution authorizing the City Manager to enter into an agreement with Mike Barnett Construction of Port Neches,Texas for Phase IV repairs and renovations of Pompeiian Villa in the amount of $415,250.00. BUDGETARY AND FISCAL EFFECT Funds are available in project#BU0015,Account#307-21-049-8512-00-10-000 STAFFING EFFECT None 06/03/2025 AJS P.R.No.24366 RESOLUTION NO. A RESOLUTION AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT WITH MIKE BARNETT CONSTRUCTION OF PORT NECHES, TEXAS, FOR PHASE IV REPAIRS AND RENOVATIONS OF POMPEIIAN VILLA IN THE AMOUNT OF $415,250.00. FUNDS ARE AVAILABLE IN PROJECT #BU0015,ACCOUNT #307-21-049-8512-00-10-000 WHEREAS, the Pompeiian Villa, situated at 1953 Lakeshore Drive, requires additional repairs and restoration; and WHEREAS, the City Council duly approved Resolution Number 24-465 in December 2024, granting authorization to LaBiche Architectural Group to formulate plans and requisite documentation for submission to the Texas Historical Commission, as well as to supervise the execution of the project. Please refer to Exhibit "D" for the official approval letter regarding this bid from LaBiche Architectural Group; and WHEREAS, the Pompeiian Villa has undergone three distinct phases of restoration and repair. Phase I entailed the formulation of a project plan and cost projection for comprehensive restoration. Phase II was sanctioned as Resolution 22-101 for the exterior repair of the upper lattice on the building. Phase III was sanctioned as Resolution 23-317 for the exterior repair of the building; and WHEREAS, the subsequent segment of repairs and restoration is designated as Phase IV, which will concentrate on the electrical system, HVAC system, certain plumbing aspects, and select exterior requirements (refer to Exhibit"E"); and WHEREAS, the Purchasing Department publicized the advertisement in the Port Arthur News on April 12, 2025, and April 19, 2025 (see Exhibit"C"); and WHEREAS,two bids were received on May 21, 2025 (see Exhibit"A"); and WHEREAS, Mike Barnett Construction of Port Neches, Texas, submitted the lowest bid and is deemed qualified to undertake the work for the total amount of $415,250.00 (refer to Exhibit"B"). NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR,TEXAS: 06/03/2025 AJS P.R.No.24366 THAT,the facts and opinions in the preamble are true and correct. THAT, the City Manager is hereby authorized to enter into an agreement with Mike Barnett Construction of Port Neches, Texas, for Phase IV repairs and renovations of Pompeiian Villa in the amount of$415,250.00, in substantially the same form as attached hereto as Exhibit «B , THAT,the funding for this project is available in project#BU0015, Account# 307-21- 049-8512-00-10-000. The amount for said agreement is $415,250.00. THAT a copy of the caption of this Resolution be spread upon the Minutes of the City Council. READ, ADOPTED, AND APPROVED, this day of 2025 AD, at a Regular Meeting of the City Council of the City of Port Arthur, Texas, by the following Vote: AYES: Mayor: Councilmembers: NOES: CITY OF PORT ARTHUR: Thurman"Bill"Bartie, Mayor ATTEST: Sherri Bellard, City Secretary 06/03/2025 AJS P.R.No.24366 APPROVED AS TO FORM: Roxann Pais Cotroneo, City Attorney APPROVED FO ADMINISTRATION: Ronald Burton, CP ity Manager APPROVED AS TO FUND AVAILABILITY: Lynda oswell, M.A., ICMA-CM Director of Finance LL Clifton illiams, CPPB, Purchasing Manager 06/03/2025 AJS P.R.No. 24366 EXHIBIT "A" a ¢ o o c � ,... 2 m c � 0 (N x ,o w Z } >- Q cc w 5- Q a x N aJ Q 03 T = 6aFt 8 s o: mo to. Cs o� 0 °° Z o c Ca o 0 .� m >- } U 0 a) m w 06 ao C v, Ti.).— CO LLI a O co J D ll_ C"-- C ZO O_ z }' COC I--' UI 0 O O I Oa D > Q Ln N o CC) aJ E ~O Lri O a I— 0 I- LD 0 a- m C N O O O N O O 0_ O a (NIm LC1 a O >, L N O a. cp Q t11 O C m d L.D O C co O -0 co w C -Q w O aJ h wz I— � O Z OQ§ w C u N — I f I— Ha -U- p 0 z oO w z_ -- -- ! w W co a_ O o w Q _ CL d. CO EXHIBIT "B" ! The LaBiche ARCHITECTURAL GROUP, INC. Dohn H.LaBiche,FAIA June 3, 2025 Principal Greg Wall,AIA Mr. Ron Burton, City Manager Principal City of Port Arthur 7999 Gladys Avenue, 3401 Culture Ctr. Dr. Suite 101 Port Arthur, Texas 77642 Beaumont,Texas 77706 (409)860 0197 Re: Pompeiian Villa — Phase IV Foundation Leveling and Mep Upgrades Fax:(409)860-0198 www,labiche.com Dear Mr. Burton: Upon examination of the bids received on May 21, 2025, for the above ARCHITECTURE referenced project, we have determined Mike Barnett Construction of Port Neches to be the low bidder for your project. We have examined their PROJECT qualifications and Bid documents. It is our suggestion that the contract be CONSULTING awarded to Mike Barnett Construction in the amount of Four Hundred Fifteen Thousand Two Hundred Fifty Dollars and Zero Cents ($ 415,250.00). We have PLANNING past experience in working with this company and have experienced successful working relationships in the past. INTERIOR Upon your approval we will begin to gather the required documents: Payment DESIGN & Performance Bonds, Schedule of Values, Insurance, work schedule, etc. Upon receiving these documents from the Contractor, we will issue a Notice to Proceed. We look forward to beginning this project and working with the City of Port Arthur and their staff. If there are any questions or you need further information, please notify my office. Sincere) co - `"a%y H y W aDohaBicheFAI7kJ )DHL/bo1592��v+Q. APPROVAL Name (print): Signature: Date: Dohn H.LaBiche,FAIA-Principal Greg Wall,AIA-Principal 7999 Gladys Avenue,Suite 101 The LaBiche Beaumont,Texas 77706 ARCHITECTURAL GROUP, INC. (409)860-0197•Fax(409)860-0198 June 3,2025 Scope of Work Pompeii Villa — Phase IV Scope of Work 1. Replace main electrical panel. 2. Replace wiring, receptacles and light switches. 3. Install new smoke and carbon monoxide detectors. 4. Interior Light Fixture Restoration. 5. HVAC Replacement including Ductwork. 6. Replace water and sewer piping. 7. Repair/replace plumbing trim. 8. Remove abandoned natural gas line under home. 9. Structural Foundation: Level house and replace rotted wood and foundation supports. Stabilize exterior wall foundations. 1 of 1 06/03/2025 AJS P.R.No.24366 EXHIBIT "C" CITY OF PORT ARTHUR Request for Bids Rehabilitation on Pompeiian Villa Phase IV April 12, 2025 April 19, 2025 PUBLIC NOTICE CITY OF PORT ARTHUR,TEXAS ADVERTISEMENT FOR BIDS Notice is hereby given that sealed bids.addressed to the City of Port Arthur,will be received at the Office of the City Secretary,City Hat 444 4th Street or P.0,Box 1089,Port Arthur.Texas 77641 no later than 3:00 p.m.,Wednesday,May 7,2025 and all bids received will thereafter be opened and read aloud at 3:15 P.M.,on Wednesday,May 7,2025 in the City Councl Chambers,5th Floor,City Hall,Port Arthur Texas for certain services briefly described as: REHABILITATION ON POMPEIIAN VILLA PHASE IV Bids received after the deadline stated above,regardless of method of delivery,will not be considered and returned unopened. Copies of the Specifications and other Contract Documents are on file in the Purchasing Office,444 4th Street,City of Port Arthur,and are open for public inspection without charge.They can also be retrieved from the City s website at www.portarthurtx.gov/bids.aspx or www.publicpurchase.corn. NON-MANDATORY PRE-BID MEETING IS SCHEDULED FOR WEDNESDAY, APRIL 23. 2025 AT 1100 A,M,AT POMPEII VILLA LOCATED AT 1953 LAKESHORE,PORT ARTHUR,TEXAS THE CITY OF PORT ARTHUR RESERVES THE RIGHT TO REJECT ANY AND/OR ALL BIDS AND TO WAIVE FORMALITIES. Per Chapter 2 Article VI Sec. 2-262(C)of the City's Code of Ordinance, the City Council shall not award a contract to a company that Is in arrears in its obligations to the City. r�i2ii Id PUBLIC NOTICE _ CITY OF PORT ARTHUR,TEXAS ADVERTISEMENT FOR BIDS Notice is hereby given that sealed bias.addressed to the City of Port Arthur will be received at the Office of the City Secretary.City Hall 444 4th Street or P O.Box 1089,Port Arthur,Texas 77641 no later than 3:00 p.m.,Wednesday,May 7,2025 and all bids received will thereafter be opened and read aloud at 3:15 P.M.,on Wednesday,May 7,2025 in the City Council Chambers.5th Floor City Hall,Port Arthur,Texas for certain services briefly described as: REHABILITATION ON POMPEIIAN VILLA PHASE IV Bids received after the deadline stated above,regardless of method of delivery,will not be considered and returned unopened Copies of the Specifications and other Contract Documents are on file in the Purchasing Office,444 4th Street,City of Port Arthur. and are open for public inspection without charge.They can also be retrieved from the City's website at www.ponarthurbr.gov/bids.aspx or www.publicpurchase.com. NON-MANDATORY PRE-BID MEETING IS SCHEDULED FOR WEDNESDAY,APRIL 23. 2025 AT 11:00 A,M,AT POMPEII VILLA LOCATED AT 1953 LAKESHORE,PORT ARTHUR.TEXAS THE CITY OF PORT ARTHUR RESERVES THE RIGHT TO REJECT ANY AND/OR ALL BIDS AND TO WAIVE FORMALITIES. Per Chapter 2 Article VI Sec. 2-262(C)of the City's Code of Ordinance,the City Council shall not award a contract to a company that is in arrears in its obligations to the City. Cliftfi WWI sins,(*PS Purchasing Mossier 06/03/2025 AJS P.R.No. 24366 EXHIBIT "D" {'44 .;AIA Document A101° - 2017 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the Third day of June in the year Two Thousand Twenty- Five ADDITIONS AND DELETIONS: an words, indicate day,month and year.) The author of this document may have revised the text of the original BETWEEN the Owner: AIA standard Form.An Additions (Name,legal status,address and other in formation) and Deletions Report that notes revisions to the standard form text Ron Burton,City Manager is available from the author and should be reviewed.A vertical line 3401 Culture Ctr.Dr. in the left margin of this document Port Arthur,Texas 77640 Indicates where the author has added to or deleted from the and the Contractor: original AIA text. (Name,legal status,address and other information) This document has important legal Mke Barnett Constructionconsequences.Consultation with 1701 Port Neches Avenue an attorney is encouraged with Port Neches,Texas 77651 respect to its completion or modification. for the following Project: The parties should complete (Name,location and detailed description) A1010-2017,Exhibit A,Insurance and Bonds,contemporaneously Rehabilitation on Pompeii Villa Phase IV—Foundation Leveling&MEP Upgrades with this Agreement AIA Document 1953 Lakeshore Dr. A2018--2017.General Conditions Port Arthur,Texas of the Contract for Construction.Is Foundation Leveling&MEP Upgrades adopted in this document by reference.Do not use with other The Architect: general conditions unless this (Name, legal status,address and other information) document is modified. The LaBiche Architectural Group,Inc. 7999 Gladys Ave Suite 101 Beaumont,Texas 77706 The Owner and Contractor agree as follows. AIA Document A101-2017.Copyright©1915,1918,1925,1937,1951,1958,1981,1963,1967,1974,1977,1987,1991,1997,2007 and 2017.All rights reserved 'The American Institute of Architects,"American Institute of Architects.' AtA,'the AlA Logo,and'AIA Contract Documents'are trademarks of The 1 American Institute of Architects.This document was produced at 09:5220 CDT on 06/03/2025 under Subscription No.20250098867 which expires on 02/06/2026,is not for resale,Is IIcensed 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 dodnfo@aiecontracts.com. User Notes: (683f0a3df137e6eb385f209b) 1 i itittA i iti i i i 414%1 EXISTING LOOSE FILL O EXISTING 1X PLANKING THROUGH INSULATION TO REMAIN OUT TO REMAIN -CONTRACTOR ti SIIMIN111i1 1llltlh111111►'1 NIMMAIMMININI AINIMIi1\lMIERIMA SHALL LEAVE AN OPEN ATTIC VI EXISTING LOOSE FILL Ai! WALKWAY AS SHOWN ON 2/A1.1 - INSULATION TO REMAIN DO NOT LAY NEW INSULATION IN I THIS LOCATION. 0 0 ATTIC SECTION gar SCALE 1-1/2"=1'-0" •.„„s• �g11,,1 • 1 `• FLe�,,A6) °II <c - '\ . Ca, 'it ti #i : 4 Bi , Am4 0r% " 'y• * yi t + ��'�'',,, 11592 �: 05.19.2025 �/�� ,` O ier �-{P� [-PROJECT NO. 122033 PHASE IV-FOUNDATION AND - 1111 MEP UPGRADES ■-___- LABICHE ARCHITECTURAL INC I SHEET No I SK-1 7999 GLADYS AVENUE-SUITEITE 101 101 -- --- POMPEIIAN VILLA BEAUMONT,TEXAS /06 I REFERENCE TOI A1.1 - CITY OF PORT ARTHUR - n PH(409)860-0197 II la FAX(409�60-0198 I ISSUE DATE 1 25.05.19 1953 LAKESHORE DRIVE W WW.LABICHE COM POR i ARTHUR,TEXAS 77640 TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary,and other Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed in this Agreement,and Modifications issued after execution of this Agreement,all of which form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations,or agreements, either written or oral An enumeration of the Contract Documents,other than a Modification,appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION §3.1 The date of commencement of the Work shall be: (Check one of the following boxes) [ I The date of this Agreement. [X] A date set forth in a notice to proceed issued by the Owner. [ ] Established as follows: (Insert a date or a means to determine the date o/conm encement a/the Work.) If a date of commencement of the Work is not selected,then the date of commencement shall be the date of this Agreement. §3.2 The Contract Time shall be measured from the date of commencement of the Work. AIA Document A101—2017.Copyright m 1915,1918,1925,1937.1951.1958,1981,1963.1967,1974.1977,1987.1991.1997,2007 and 2017.All rights reserved.'The American institute of Ard ttects,"'American Institute of Architects,' AMA,'the AIA Logo,and"AIA Contract Documents'are trademarks of The 2 American Institute of Architects.This document was produced at 09:52:20 CDT on 08/03/2025 under Subscription No.20250098887 which expires on 02/06/2026,Is not for resale,to licensed for one-lime use only,and may only be used in accordance with the AIA Contract Documents•Terms of Service.To report copyright violations,e-mail dodnfo@alacontracts.com. User Notes: (68310a3df137e6eb385f209b) §3.3 Substantial Completion §3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents,the Contractor shall achieve Substantial Completion of the entire Work: (Check one of the following boxes and complete the necessary information.) [X) Not later than One Hundred Ten( 110)calendar days from the date of commencement of the Work. [ ] By the following date: §3.3.2 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 Contractor shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date §3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3,liquidated damages,if any,shall be assessed as set forth in Section 4.5. ARTICLE 4 CONTRACT SUM §4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract.The Contract Sum shall be Four Hundred Fifteen Thousand Two Hundred Fifty Dollars and Zero Cents($ 415,250.00),subject to additions and deductions as provided in the Contract Documents. §4.2 Alternates §4.2.1 Alternates,if any,included in the Contract Sum: Item Price N/A §4.2.2 Subject to the conditions noted below,the following alternates may be accepted by the Owner following execution of this Agreement.Upon acceptance,the Owner shall issue a Modification to this Agreement. (Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.) Item Price Conditions for Acceptance N/A §4.3 Allowances,if any,included in the Contract Sum: (ldentib,each allowance.) Item Price N/A §4.4 Unit prices,if any: (Identfy 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) N/A AIA Document A101—2017.Copyright®1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017.Ni rights reserved.The American institute of ArdNtects,"'American Institute of Architects,"'AIA,'the NA Logo,and'AIA Contract Documents'are trademarks of The 3 American Institute of Architects.This document was produced at 09:52:20 CDT on 06/03/2025 under Subscription No.20250098887 which expires on 02/06/2026,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 dodnfoGaiacontracts.com. User Notes: (683f0a3df137e6eb385f209b) §4.5 Liquidated damages,if any: (Insert terms and conditions for liquidated damages, if any.) It is hereby agreed between both parties to this contract that the amount of said damages are hereby ascertained and liquidated at the greater of two hundred dollars($200.00)per day of delay,or the actual measurable damages to the Owner including penalties,or other fees which may be charged to the Owner for failure to meet the time requirements.The Contractor hereby agrees to pay the stated sum to the Owner for each and every day of delinquency. §4.6 Other: (Insert provisions for bonus or other incentives.if any,that might result in a change to the Contract Sum.) N/A ARTICLE 5 PAYMENTS §5.1 Progress Payments §5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. §5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: §5.1.3 Provided that an Application for Payment is received by the Architect not later than the fifteenth day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the fifteenth day of the month following the one in which Application for Payment is received month.Van Application for Payment is received by the Architect after the application date fixed above,payment of the amount certified shall be made by the Owner not later than thirty(30)days after the Architect receives the Application for Payment. (Federal.state or local laws may require payment within a certain period of time.) §5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work.The schedule of values shall be prepared in such form,and supported by such data to substantiate its accuracy,as the Architect may require.This schedule of values shall be used as a basis for reviewing the Contractor's Applications for Payment. §5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. §5.1.6 In accordance with AlA Document A20lTh 2017,General Conditions of the Contract for Construction,and subject to other provisions of the Contract Documents,the amount of each progress payment shall be computed as follows: §5.1.6.1 The amount of each progress payment shall first include: .1 That portion of the Contract Sum properly allocable to completed Work; .2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction,or,if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing;and .3 That portion of Construction Change Directives that the Architect determines,in the Architect's professional judgment,to be reasonably justified. AIA Document A101—2017.Copyright f91915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017.Ail rights reserved.'The American Institute of Architects,''American institute of Amhltecls,"AIR;the AIA Logo,end'AIA Contract Documents'are trademarks of The 4 American Institute of Architects.This document was produced at 09:52:20 CDT on 06/03/2025 under Subscription No.20250096887 which expires on 02/06/2028,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 dodnfo®alecontrects.com. User Notes: (683f0a3df137e6eb385f209b) 2 The amount of each progress payment shall then be reduced b : §5.1.8. a o P S P Yi11 Y .1 The aggregate of any amounts previously paid by the Owner; .2 The amount,if any,for Work that remains uncorrected and for which the Architect has previously withheld a Certificate for Payment as provided in Article 9 of AIA Document A201-2017; .3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier,unless the Work has been performed by others the Contractor intends to pay; .4 For Work performed or defects discovered since the last payment application,any amount for which the Architect may withhold payment,or nullify a Certificate of Payment in whole or in part,as provided in Article 9 of AIA Document A201-2017;and .5 Retainage withheld pursuant to Section 5.1.7. §5.1.7 Retainage §5.1.7.1 For each progress payment made prior to Substantial Completion of the Work,the Owner may withhold the following amount,as retainage,from the payment otherwise due: (Insert a percentage or amount to he withheld as retainage from each Application for Payment. The amount of retainage may be limited by governing law.) Five Percent(5%) §5.1.7.1.1 The following items are not subject to retainage: (Insert any items not subject to the withholding of retainage.such as general conditions, insurance,etc.) N/A §5.1.7.2 Reduction or limitation of retainage,if any,shall be as follows: (If the retainage established in Section 5.1.7.1 is to be modified prior to Substantial Completion of the entire Work, including modifications for Substantial Completion of portions of the Work as provided in Section 3.3.2.insert provisions for such modifications) N/A §5.1.7.3 Except as set forth in this Section 5.1.7.3,upon Substantial Completion of the Work,the Contractor may submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant to this Section 5.1.7.The Application for Payment submitted at Substantial Completion shall not include retainage as follows: (Insert any other conditions for release of retainage upon Substantial Completion.) N/A §5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor,the Owner shall pay the Contractor any additional amounts in accordance with Article 9 of AlA Document A201-2017. §5.1.9 Except with the Owner's prior approval,the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. §5.2 Final Payment §5.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Article 12 of AIA Document A201-2017,and to satisfy other requirements,if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by the Architect. AIA Document A101—2017.Copyright®1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017.All rights reserved.`The American Institute of Architects,"American Institute of Architects:"AIA,the AlA Logo,and"AIA Contract Documents'are trademarks of The 5 American Institute of Architects.This document was produced at 09:52:20 CDT on 06/03/2025 under Subscription No.20250098887 which expires on 02/06/2026,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@alacontracts.com. User Notes: (68310a3df137e6eb385f209b) §5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows: N/A §5.3 Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon,if 0%per annum ARTICLE 6 DISPUTE RESOLUTION §6.1 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of ALA Document A201-2017,unless the parties appoint below another individual,not a party to this Agreement,to serve as the initial Decision Maker. (If the panties mutually agree, insert the name,address and other contact information o_/'the Initial Decision Maker, if other than the.Architect.) §6.2 Binding Dispute Resolution For any Claim subject to,but not resolved by,mediation pursuant to Article 15 of AIA Document A201-2017,the method of binding dispute resolution shall be as follows: (Check the appropriate box.) [ ] Arbitration pursuant to Section 15.4 of AiA Document A201-2017 [X] Litigation in a court of competent jurisdiction [ ] Other(Specify) If the Owner and Contractor do not select a method of binding dispute resolution,or do not subsequently agree in writing to a binding dispute resolution method other than litigation,Claims will be resolved by litigation in a court of competent jurisdiction. ARTICLE 7 TERMINATION OR SUSPENSION §7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2017. §7.1,1 If the Contract is terminated for the Owner's convenience in accordance with Article 14 of AIA Document A201--2017,then the Owner shall pay the Contractor a termination fee as follows: (insert the amount of or method fin-determining, the fee, if any,payable to the Contractor following a termination for the Owner's convenience.) §7.2 The Work may be suspended by the Owner as provided in Article 14 of ALA Document A201-2017. ARTICLE 8 MISCELLANEOUS PROVISIONS §8.1 Where reference is made in this Agreement to a provision of AiA Document A20I-2017 or another Contract Document,the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. §8.2 The Owner's representative: (Name,address,email address,and other information) AIA Document A101—2017.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1967,1991,1997,2007 and 2017.All rights reserved.'The American Institute of Architects,' American Institute of Arthitects,"AIA,'the AIA Logo,and"AIA Contract Documents'are trademarks of The 6 American Institute of Architects.This document was produced at 09:52:20 CDT on 06/03/2025 under Subscription No.20250098887 which expires on 02/06/2026,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 dodnfo@alacontracts.com. User Notes: (683f0a3df137e6eb385t209b) Ron Burton,City Manager City of Port Arthur 3401 Culture Ctr.Dr. Port Arthur,Texas 77640 ron.burton(a portarthurtx.gov §8.3 The Contractor's representative: (Name,address, email address,and other information) Lance Barnett Mike Barnett Construction 1701 Port Neches Avenue Port Neches,Texas 77651 §8.4 Neither the Owner's nor the Contractor's representative shall be changed without ten days' prior notice to the other party. §8.5 Insurance and Bonds §8.5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document A 101 T"t-2017,Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum,Exhibit A.Insurance and Bonds,and elsewhere in the Contract Documents. §8.5.2 The Contractor shall provide bonds as set forth in AIA Document A I01 T`t-2017 Exhibit A,and elsewhere in the Contract Documents. §8.6 Notice in electronic format,pursuant to Article 1 of A1A Document A20I--2017,may be given in accordance with AIA Document E203T"t-2013,Building Information Modeling and Digital Data Exhibit,if completed,or as otherwise set forth below: (If otter than in accordance with AIA Document E203-2013, insert requirements for delivering notice in electronic format such as name,title,and email address of the recipient and whether and how the system will he required to generate a read receipt for the transmission.) N/A §8.7 Other provisions: N/A ALA Document A101—2017.Copyright®1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017.Ail right reserved.'The American Institute of Architects,"'American Institute of Architects,''AIA;the AIA Logo,and'AIA Contract Documents'are trademarks of The 7 American Institute of Architects.This document was produced at 09:52:20 CDT on 08/03/2025 under Subscription No.20250098887 which expires on 02/06/2026.is not for resale.is licensed for one-time use only,and may only be used in accordance with the AtA Contract Documents"Terms of Service.To report copyright violations,e-mail dodnfo@alacontracts.com. User Notes: (683f0a3d1137e6eb385f209b) ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS §9.1 This Agreement is comprised of the following documents: .1 AlA Document A 101"1-2017,Standard Form of Agreement Between Owner and Contractor 2 AIA Document A101TM-2017,Exhibit A,Insurance and Bonds .3 AIA Document A201TM-2017,General Conditions of the Contract for Construction .5 Drawings 8 Number Title Date See Attached Index of Drawings Index of Drawings 02.28.2025 .6 Specifications Section Title Date Pages See Attached Table of Contents Table of Contents 02.28.2025 3 .7 Addenda,if any: Number Date Pages Addenda No. 1 04.222025 1 Addenda No.2 05.12.2025 10 Addenda No.2 05.19.2025 2 Portions of Addenda relating to bidding or proposal requirements are not part of the Contract Documents unless the bidding or proposal requirements are also enumerated in this Article 9. .8 Other Exhibits: (Check all boxes that apply and include appropriate information kkiniji,ing the exhibit where required) [ ] AIA Document E204T4-2017,Sustainable Projects Exhibit,dated as indicated below: (insert the date of the E204-2017 incorporated into this Agreement.) [ [ The Sustainability Plan: Title Date Pages [X] Supplementary and other Conditions of the Contract: Document Title Date Pages Supplementary General Conditions 02.28.2025 7 AIA Document A101—2017.Copyright 0 1915,1918,1925.1937,1951,1968,1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017.Ali rights reserved.The American Institute of Architects,'American institute of Architects,'AIA,'the AlA Logo,and'AIA Contract Documents'are trademarks of The 8 American Institute of Architects.This document was produced at 09:5220 CDT on 06/03/2025 under Subscription No.20250098887 which expires on 02/06/2026,I.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 dodnfot alecontrects.com. User Notes: (683t0a3df137e6eb385f209b) .9 Other documents,if any,listed below: (List here any additional documents that are intended to firm part of the Contract Documents. AIA Document A 201 TM 2017 provides that the advertisement or invitation to bid. Instructions to Bidders, sample fOrms, the Contractor's hid or proposal.portions of-Addenda relating to bidding or proposal requirements, and other in/ortnation fin'nished by the Owner in anticipation of receiving ceiving bidds or proposals. are not part of the Contract Documents unless enumerated in this Agreement. Any such documents should he listed here on/v if intended to he part oldie Contract Documents.) This Agreement entered into as of the day and year first written above. OWNER(Signature) CONTRACTOR(Signature) BY:Ron Burton,City Manager BY:Lance Barnett,President (Printed name and title) (Printed name and title) The Texas Board of Architectural Examiners has jurisdiction over complaints regarding the professional practices of persons registered as architects in Texas. Texas Board ofArchltectural Examiners P.O.Box 12337 Austin,TX 78711-2337 Telephone:(512)305-9000/Fax:(512)305-8900 AIA Document A101—2017.Copyright 01915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1967,1991,1997,2007 and 2017.All rights reserved.'The American Institute of Ard 1tects,-American Institute of Architects,'AIA,'the AIA Logo,and'AIA Contract Documents'are trademarks of The 9 American Institute of Architects.This document was produced at 09:52:20 CDT on 06/03/2025 under Subscription No.20250098887 which expires on 02/06/2026,Is not far 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 dodnfo@ataoontracts.com. User Nobs: (683f0a3d1137e6eb3851209b) FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA- PHASE IV CITY OF PORT ARTHUR, TEXAS INDEX OF DRAWINGS ARCHITECTURAL A0.0 COVER SHEET A1.0 FLOOR PLAN AND REFLECTED CEILING PLAN A1.1 CRAWLSPACE RCP AND ATTIC PLAN A2.0 EXTERIOR ELEVATIONS STRUCTURAL S1.1 CRAWLSPACE PHOTO LOCATION PLAN AND PHOTOS S1.2 CRAWLSPACE PHOTO LOCATION PLAN AND PHOTOS S2.1 FOUNDATION PLAN AND RELATIVE CONTOUR PLAN S3.1 DETAILS MECHANICAL M0.00 MECHANICAL ABBREVIATIONS AND SYMBOLS M0.10 MECHANICAL ZONE MAP M1.01 MECHANICAL DEMO PLAN - GROUND FLOOR M1.02 MECHANICAL DEMO PLAN -ATTIC M2.01 MECHANICAL FLOOR PLAN - GROUND FLOOR M2.02 MECHANICAL FLOOR PLAN - ATTIC M5.01 MECHANICAL DETAILS M7.01 MECHANICAL CONTROL DIAGRAMS M8.01 MECHANICAL SCHEDULES ELECTRICAL E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.10 ELECTRICAL DEMOLITION PLAN E0.20 ELECTRICAL ATTIC DEMO PLAN E2.01 ELECTRICAL POWER/LIGHTING PLAN E2.02 ELECTRICAL POWER/LIGHTING PLAN -ATTIC E3.02 ELECTRICAL ATTIC PLAN E5.01 ELECTRICAL FIRE ALARM PLAN E8.01 ELECTRICAL DIAGRAMS AND SCHEDULES PLUMBING P0.0 PLUMBING SYMBOLS AND ABBREVIATIONS P2.1 PLUMBING PLAN PEtp A,9 END OF INDEX OF DRAWINGS N N. Cax) a a 02/28/2025 sA 11592 P OF INDEX OF DRAWINGS 1 of 1 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA- PHASE IV CITY OF PORT ARTHUR, TEXAS TABLE OF CONTENTS BIDDING REQUIREMENTS LEGAL NOTICE INVITATION TO BID INSTRUCTIONS TO BIDDERS PROPOSAL FORM AGREEMENT BETWEEN OWNER AND CONTRACTOR(AIA/A101 -2007) GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA/A201 -2007) SUPPLEMENTARY GENERAL CONDITIONS PAYMENT BOND PERFORMANCE BOND BID BOND INDEX OF DRAWINGS Division Section Title Pages PROCUREMENT AND CONTRACTING DOCUMENTS GROUP DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 000497 GENERAL CONTRACTOR QUALIFICATION STATEMENT 1 000498 SUBCONTRACTOR QUALIFICATION STATEMENT 1 000499 CONTRACTOR EVALUATION 2 000650 WAGE RATE DECISION-BACON DAVIS 8 SPECIFICATIONS GROUP General Requirements Subgroup DIVISION 1 - GENERAL REQUIREMENTS 010100 SUMMARY OF WORK 4 010300 SPECIAL CONDITIONS 3 010410 PROJECT COORDINATION 2 010450 CUTTING AND PATCHING 4 010900 REFERENCE STANDARDS 2 011200 ALTERATION PROJECT PROCEDURES 3 012100 ALLOWANCES 3 012500 SUBSTITUTION PROCEDURES 4 012600 CONTRACT MODIFICATION PROCEDURES 3 012900 PAYMENT PROCEDURES 4 013100 PROJECT MANAGEMENT AND COORDINATION 02/28/2025 7 013200 CONSTRUCTION PROGRESS DOCUMENTATION 5 013300 SUBMITTAL PROCEDURES -yam �P =-,gj9p • 10 014000 QUALITY REQUIREMENTS t r?o� ti• has,/,�y�)� 7 014200 REFERENCES s-J0 a \ m m =1 13 015000 CONSTRUCTION FACILITIES AND TEMPORARY CONTRO 4y 4 4 016000 MATERIAL AND EQUIPMENT • �,'? g rr' 3 � t11�2 �l ql,t u OF -e TABLE OF CONTENTS 1 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA- PHASE IV CITY OF PORT ARTHUR, TEXAS 017300 EXECUTION 5 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2 017700 CLOSEOUT PROCEDURES 5 017839 PROJECT RECORD DOCUMENTS 4 019000 SECRETARY OF THE INTERIOR STANDARDS FOR REHABILITATION 1 Facility Construction Subgroup DIVISION 02-SITE CONSTRUCTION 022210 SELECTIVE DEMOLITION 3 DIVISION 03-CONCRETE NOT APPLICABLE DIVISION 04-MASONRY NOT APPLICABLE DIVISION 05-METALS NOT APPLICABLE DIVISION 06-WOOD, PLASTICS, AND COMPOSITES 061000 ROUGH CARPENTRY 5 062000 FINISH CARPENTRY 4 DIVISION 07 -THERMAL AND MOISTURE PROTECTION 072100 SPRAY FOAM THERMAL INSULATION 9 072101 THERMAL INSULATION 3 079000 JOINT SEALANTS 4 DIVISION 08-DOORS AND WINDOWS NOT APPLICABLE DIVISION 09- FINISHES 099113 EXTERIOR PAINTING 8 099123 INTERIOR PAINTING A 24 DIVISION 10-SPECIALTIES NOT APPLICABLE DIVISION 11 -EQUIPMENT 02/28/2025 NOT APPLICABLE DIVISION 12- FURNISHINGS sl E D q '. � I NOT APPLICABLE �� I,; y" \-1. La' „ �L.> DIVISION 13 -SPECIAL CONSTRUCTION t2N NOT APPLICABLE 11, 4 _A m�n DIVISION 14- CONVEYING SYSTEMS i k �'- . '�9 NOT APPLICABLE tr-t # 'si,'11_11592xt TABLE OF CONTENTS 2 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA- PHASE IV CITY OF PORT ARTHUR, TEXAS DIVISION 15-MECHANICAL NOT APPLICABLE DIVISION 16-ELECTRICAL NOT APPLICABLE END OF TABLE OF CONTENTS limi 1\ -S4 rn ,, `;\ -11592 ; �. 02/28/2025 yT4P,r: OF TABLE OF CONTENTS y-V' 3 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS SUPPLEMENTARY GENERAL CONDITIONS THE GENERAL CONDITIONS: The General Conditions of this Contract is the American Institute of Architects' Document A-201, "General Conditions of the Contract for Construction", 2007 Addition, hereinafter referred to as the "AIA General Conditions", a copy of which is bound herein. THE SUPPLEMENTARY GENERAL CONDITIONS: The Supplementary General Conditions contain changes and interpretations of the AIA General Conditions. Where any part of the AIA General Conditions is modified or voided by the Supplementary General Conditions, the unaltered provisions shall remain in effect. CHANGES AND ADDITIONS TO OR INTERPRETATIONS OF VARIOUS ARTICLES OF THE AIA GENERAL CONDITIONS ARE AS FOLLOWS: Article 1 — General Provisions Revise the first sentence of Subparagraph 1.1.1: 1.1.1 The Contract Documents consist of the Owner-Contractor Agreement, Conditions of the Contract (General and Supplementary), Performance Bond, Payment Bond, the Drawings, the Specifications, all Addenda issued prior to execution of the Contract, and all Modifications thereto. Article 2—Owner Add: 2.1.1 The Owner is: CITY OF PORT ARTHUR, TEXAS P.O. Box 1089 Port Arthur, TX 77641 Article 4 —Architect Add: 4.1.1 The term Architect refers to The LaBiche Architectural Group, Inc., 7999 Gladys Avenue, Suite 101, Beaumont, Texas 77706, acting individually or through any of their associates or representatives duly authorized to act for them. Article 5—Subcontractors Add the following sentence to Subparagraph 5.2.4: SUPPLEMENTARY GENERAL CONDITIONS 1 of 7 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS The Architect's and Owner's approval or disapproval of any subcontractor does not relieve Contractor of his responsibility for the performance of the work, nor will the approval of a particular subcontractor be construed as approval of any particular process or material. Article 7—Changes in the Work Add the following to Subparagraph 7.1.1: In giving instructions to the Contractor, the Architect shall have authority to make minor changes in the work, not involving revisions in the amount of the Contract. Otherwise, except in emergencies endangering life or property, extra work or changes shall be made only in pursuance of written orders signed by the Owner; and claims for additions to the Contract Sum shall not be valid unless so ordered. Add the following Subparagraph 7.2.3: Changes involving revision of the Contract Price shall be effected only on standard forms provided by Architect. The manner of computing adjustments in the Contract Price shall rigidly conform to the following provisions: 7.2.3.1 The Contractor shall furnish an itemized breakdown of the quantities and prices used in computing the value of any change requested. 7.2.3.2 Changes which involve additional cost shall be computed on a basis of actual net cost plus fifteen percent (15%)for overhead and profit. Changes which involve deductions from the Contract Sum shall be calculated on a basis of net cost only. In all case, the Owner will recognize only the Prime Contractor as the party responsible for the change. The Owner and/or Architect reserves the right to require original manifests, bills of lading and proofs of payment for any or all material, labor, appliances and services which enter into the actual net cost of changes in the work. 7.2.3.3 The cost may include all items of labor, materials, special equipment, Worker's Compensation Insurance, Social Security, Old Age and Unemployment Insurance. Among the items considered as overhead are insurance, other than those mentioned above, bond premiums, superintendent, timekeeper, clerks, watchmen, use of small tools, and general office expense. 7.2.3.4 In the case of work done by subcontract, the 15% compensation shall be divided between the Contractor and the subcontractor, with 5% being retained by the Contractor and 10% allowed to the Subcontractor. 7.2.3.5 Any claim for extension of time in connection with extra work will be adjusted at the time of ordering such change. 7.2.3.6 Measurements and payments for contracted unit price work: All measurements and payments for unit price work shall be based on completed work performed in strict accordance with the drawings and specifications and on the contract unit price amounts. Article 11 — Insurance Add: SUPPLEMENTARY GENERAL CONDITIONS 2 of 7 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS 11.1.1.1 Liability insurance shall include all major divisions of coverage and be on a comprehensive basis including: A. Premises Operations (including S, C, and U coverages as applicable). B. Independent Contractor's Protective. C. Products and Completed Operations. D. Personal Injury Liability with Employment Exclusion deleted. E. Contractual, including specified provision for Contractor's obligation under Paragraph 3.18. F. Owned, non-owned and hired motor vehicles. G. Broad Form Property Damage including Completed Operations. 11.1.1.2 If the General Liability coverages are provided by a Commercial General Liability Policy on a claims-made basis, the policy date or Retroactive Date shall predate the Contract; the termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverages required to be maintained after final payment, certified in accordance with Subparagraph 9.10.2. 11.1.4 The insurance required by Subparagraph 11.1.5 shall be written for not less than the following limits, or greater if required by law: INSURANCE SECTION A. Prior to the approval of this contract CONTRACTOR shall furnish a completed Insurance Certificate to the Owner. The certificate shall be completed by an agent authorized to bind the named underwriter(s)to the coverages, limits, and termination provisions shown thereon, and shall furnish and contain all required information referenced or indicated thereon. CITY OF PORT ARTHUR, TEXAS SHALL HAVE NO DUTY TO PAY OR PERFORM UNDER THIS CONTRACT UNTIL SUCH CERTIFICATE IS RECEIVED BY THE OWNER, and no officer or employee of CITY OF PORT ARTHUR, TEXAS shall have authority to waive this requirement. INSURANCE COVERAGE REQUIRED SECTION B. CITY OF PORT ARTHUR, TEXAS reserves the right to review the insurance requirements of this section during the effective period of the contract and to adjust insurance coverages and their limits when deemed necessary and prudent by the Owner based upon changes in statutory law, court decisions, or the claims history of the industry as well as the CONTRACTOR. SECTION C. Subject to CONTRACTOR'S right to maintain reasonable deductibles in such amounts as are approved by the Owner, CONTRACTOR shall obtain and maintain in full force and effect for the duration of this contract, and any extension hereof, at CONTRACTOR'S sole expense, insurance coverage written by companies approved by the State of Texas and acceptable to the Owner, in the following type(s)and amount(s): TYPE OF COVERAGE LIMITS OF LIABILITY 1. Workmen's Compensation Statutory 2. Employer's Liability $500,000/$500,000/$500,000 SUPPLEMENTARY GENERAL CONDITIONS 3 of 7 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS 3. Comprehensive General Liability a. General Aggregate $2,000,000 b. Products/Completed Operations $2,000,000 c. Personal Injury and Advertising $1,000,000 d. Each Occurrence $1,000,000 4. Comprehensive Automobile Liability (Including hired and non-owned) $1,000,000 5. Owner's and Contractors Protective Liability a. Each Occurrence $1,000,000 b. Aggregate $1,000,000 6. Builder's Risk Insurance Supplied by Owner 7. Umbrella "All Risk" $2,000,000 The Contractor shall obtain at his expense Builder's Risk Insurance against the perils of fire, lighting, windstorm, hurricane, hail, explosion, riot, civil commotion, smoke, aircraft, land vehicles, vandalism and malicious mischief in the amount of insurance equal at all times to the insurable value of materials delivered and labor performed. The policy issued in the name of the Contractor shall also name his Subcontractors and the Owner as additional insured, as their respective interests may appear. The policy shall have endorsements as follows: "This insurance shall be specific as to coverage and not considered as contributing insurance with any permanent insurance maintained on the present premises." All costs for the above specified insurance shall be borne by the Contractor. Insurance Requirement Affidavit shall be submitted with bid. The Contractor shall require all subcontractors engaged to do work in connection with this contract to carry Public Liability and Property Damage Insurance in amounts not less than specified above. ADDITIONAL POLICY ENDORSEMENTS OWNER shall be entitled, upon request, and without expense, to receive copies of the policies and all endorsements thereto and may make any reasonable request for deletion, revision, or modification of particular policy terms, conditions, limitation, or exclusions (except where policy provisions are established by law or regulation binding upon either of the parties hereto or the underwriter of any of such policies). Upon such request by OWNER, CONTRACTOR shall exercise reasonable efforts to accomplish such changes in policy coverage, and shall pay the cost thereof. REQUIRED PROVISIONS CONTRACTOR agrees with respect to the above required insurance, all insurance contracts and certificate(s) of insurance will contain and state, in writing, on the certificate or its attachment, the following required provisions. SUPPLEMENTARY GENERAL CONDITIONS 4 of 7 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS 1_ CITY OF PORT ARTHUR, TEXAS, and its officers, employees, and elected representatives as additional insured(s), (as the interest of each insured may appear)to all applicable coverage; 2. Provide 15 days notice to the Owner for cancellation, non-renewal, or material change; 3. Provide for an endorsement that the `other insurance" clause shall not apply to the Owner where Owner is an additional insured shown on the policy; 4. Provide for notice to the Owner at the address shown below by registered mail; 5. CONTRACTOR agrees to waive subrogation against the Owner, its officers, employees, and representatives for injuries, including death, property damage, or any other loss to the extent same may be covered by the proceeds of insurance. 6. Provide that all provisions of this agreement concerning liability, duty, and standard of care together with the indemnification provision, shall be underwritten by contractual liability coverage sufficient to include such obligations within applicable policies. 7. For coverage that are only available with claims made policies, the required period of coverage will be determined by the following formula: continuous coverage for the life of the contract, plus one year(to provide coverage for the warranty period) and an extended discovery period for a minimum of five years which shall begin at the end of the warranty period. NOTICES CONTRACTOR shall notify Owner in the event of any change in coverage and shall give such notices not less than 15 days prior to the change, which notice must be accompanied by a replacement CERTIFICATE OF INSURANCE. All notices shall be given to The Owner at the following address: CITY OF PORT ARTHUR, TEXAS P.O. Box 1089 Port Arthur, TX 77641 SECTION D. INDEMNIFICATION. The CONTRACTOR agrees to indemnify and save harmless the Owner from any and all claims, causes of action, and damages of every kind, for injury to or death of any person and damages to property arising out of the construction of said improvements or the operations embraced by this contract, and including acts or omissions of the Owner in connection with said construction. SECTION E. Approval, disapproval, or failure to act by the Owner regarding any insurance supplied by CONTRACTOR shall not relieve CONTRACTOR of full responsibility or liability for damages and accidents as set forth in the contract documents. Neither shall the bankruptcy, insolvency, or denial of liability by the insurance company exonerate CONTRACTOR from liability. Bidders shall adhere to all requirements under this section. No variances from these requirements will be accepted by the Owner. SUPPLEMENTARY GENERAL CONDITIONS 5 of 7 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS General contractor shall be required to certify that all subcontractors comply with the Workmen's Compensation requirements and shall be required to notify the owner of any changes in a sub-contractor's insurance during construction. 11.1.2 Add the following sentence: If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be AIA Document G705, Certificate of Insurance. If this insurance is written on a Commercial General Liability policy form, ACORD form 25S will be acceptable. 11.2 Owner's Liability Insurance 11.2.1 Change Subparagraph 11.2.1 to read: The Contractor shall purchase and maintain insurance covering the Owner's contingent liability for claims which may arise from operations under the Contract. This insurance shall be the same limits as stated in 11.1.6.2 above and shall be issued in the name of the Owner and the Architect. Article 13—Miscellaneous Provisions 13.9 Control of Materials 13.9.1 If the normal trade practice for manufacturers is to furnish warranties or guarantees for the materials and equipment specified herein, the Contractor shall turn the guarantees and warranties over to the Architect for potential dealing with the manufacturers. The extent of such warranties or guarantees will not be a factor in selecting the successful bidder. 13.9.3 All manufacturing processes are defined as all processes required to change the raw ore or scrap metal into the finished, in-place steel product. The Contractor shall furnish, to the Architect, certified mill test reports on the base metal and producer's certifications on all subsequent manufacturing processes stating compliance with the applicable specification(s)and that all manufacturing processes occurred in the United States. Producer's certifications shall bear the notarized signature of a responsible authorized representative of the producer. 13.10 Differing Construction-site Conditions. 13.10.1 During the progress of the work, if subsurface or latent physical conditions are encountered at the site, differing materially form those indicated in the contract, or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the Party discovering such conditions shall promptly notify the Architect in writing of the specific differing conditions before they are disturbed and before the affected work is performed. 13.10.2 Upon written notification, the Architect will promptly investigate the conditions, and if he determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing in accordance with Article7. The Contractor SUPPLEMENTARY GENERAL CONDITIONS 6 of 7 FOUNDATION LEVELING AND MEP UPGRADES POMPEI►AN VILLA—PHASE IV CITY OF PORT ARTHUR, TEXAS will be notified of the Architect's determination whether or not an adjustment of the contract is warranted. 13.10.3 No contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice in accordance with Article 13.3.1. 13.10.4 No contract adjustment will be allowed under this clause for any effects caused on unchanged work. Article 15 15.19 Approval of Materials. 15.19.1 Reference in the specifications to any article, device, product, material, fixture, form or type of construction by name, make or catalog number shall be interpreted as establishing a standard of quality and shall not be construed as limiting competition; and the Contractor, in such cases, if any, may, at his option, use any article, device, product, material, fixture, for, or type of construction which in the judgement of the Architect expressed in writing is equal to that specified. 15.20 Qualification of Contractors 15.20.1 Attention is called to the fact that a bidder in signing the proposal represents that he has the financial ability and experience to carry the work through its several stages, and unless he can show evidence of such ability, he will not be eligible to receive the award of the Contract. To be eligible for consideration he should be able to show that he has available liquid assets amounting to at least ten percent (10%)of the combined total of his bid plus the amount required for uncompleted work on other contracts held by him at the time of opening the proposals. The Owner reserves the right to award the contract to a person whom he deems qualified by experience and financial responsibility to successfully carry out the work. 15.21 Subletting or Assigning of Contract 15.21.1 The Contractor will not be permitted to assign, sell, transfer, or otherwise dispose of the Contract of any portion thereof, or his rights title or interest therein without the approval of the Architect. In any case, no subcontract will relieve the Contractor of his responsibility under the Contract. END OF SUPPLEMENTARY GENERAL CONDITIONS SUPPLEMENTARY GENERAL CONDITIONS 7 of 7 crtirl -CITY OF PORT ARTHUR,TEXAS art rvhur`��" ADDENDUM NO.ONE(1) Term April 22,2025 BID FOR: REHABILITATION ON POMPEIIAN VILLA PHASE IV BID: P25-044 The following clarifications, amendments, deletions, additions, revision and/or modifications are made a part of the contract documents and change the original documents only in the manner and to the extent hereinafter stated and shall be incorporated in the contract documents. Provisions of this addendum shall take precedence over requirements of the original contract documents and all BIDDERS ARE REQUESTED TO ACKNOWLEDGE SAID PROVISIONS IN THE SUBMISSION OF THEIR BID. Addendum as follows 1. DEADLINE: Sealed Bid submittals must be received and time stamped by 3:00 p.m.,Central Standard Time, Wednesday, May 21, 2025. (The clock located in the City Secretary's office will be the official time.)All bids received will be read aloud at 3:15 p.m.on Wednesday,May 21,2025 in the City Council Chambers, City Hall, 5th Floor, Port Arthur,TX. You are invited to attend. 2. Non-Mandatory Pre-Bid Date has moved to May 6,2025 at 2:00 p.m.The location will be the Pompeiian Villa located at 1953 Lakeshore, Port Arthur,TX. If you have any questions,please contact the Purchasing Division at 409-983-8160. NOTE: ALL PAGES OF ADDENDA MUST BE SIGNED AND SUBMITTED WITH YOUR BID DOCUMENTS. Clifton Williams Purchasing Manager Signature of Proposer Date Company Vendor Name Dohn H.LaBiche,FAIA-Principal Greg Wall,AIA-Principal 7999 Gladys Avenue,Suite 101 The LaBiche Beaumont,Texas 77706 ARCHITECTURAL GROUP INC (409)860-0197-Fax(409)860-0198 May 12,2025 ADDENDUM NO.2 PROJECT#22033—Pompeii Villa Phase IV PORT ARTHUR,TEXAS The following changes,corrections and additions or deletions to the Drawings and Specifications arc hereby made part of the Contract Documents.Bidders shall acknowledge receipt of this Addendum in the Bid Form GENERAL SITE VISIT 1. A site visit for this project will be held on Tuesday,May 13`h from 9:00 am until 12:00 pm.Meet at Pompeiian Villa, 1953 Lakeshore Drive, Port Arthur,Texas 77640. WINDSTROM CERTIFICATION 1. The fee for the windstorm certification from Fittz and Shipman on the exterior NVAC condensers is$500.00 for all three,to be paid by the contractor. CLARIFICATION 1. Builder's Risk Insurance will be supplied by the Contractor. 2. MEP Specifications are located on the MEP Drawings. SPECIFICATIONS Section 033000—Cast-In-Place Concrete 1. Add attached Section 033000—Cast-In-Place Concrete.Contractor shall note that the concrete for the drill piers shall be 3000 psi with one set of four cylinders taken for each pour.Testing will be at contractor's expense. DRAWINGS Sheet E8.01 1. Clarification of Entergy Note directly under New Drawing Notes on Sheet E8.01.Contractor is responsible for the cost of work associated with coordinating service entrance with Entergy. • p` danR lrl End of Addendum No.2 '� 410 Page 1ofl �J ~+ 0,:,,, FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS SECTION 033000- CAST-IN-PLACE CONCRETE PART I —GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions, apply to this section. B. Reference structural drawings for additional notes and details reference cast-in- place concrete. 1.2 SUMMARY A. Section specifies cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures and finishes 1.3 RELATED SECTIONS A. Coordinate Work of Section with work of other sections, including Division 01 Sections as required to properly execute the work and as necessary to maintain satisfactory progress of the work. 1.4 SUBMITTALS A. Product Data: Submit Manufacturer's Technical Data, installation instructions and recommendations for each product. Include data substantiating that materials comply with specified requirements. 1. Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds,joint systems, curing compounds and others as requested by Architect/Engineer. B. Design Mixtures: For each concrete mixture. C. Shop Drawings: Submit for reinforcement, prepared by Professional Engineer registered in the State of Texas for fabrication, bending and placement of concrete reinforcement. Comply with ACI SP-66(88), "ACI Detailing Manual", showing bar schedules, stirrup spacing, and diagrams of bent bars and arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. D. Laboratory test reports for concrete materials and mix design test. E. Materials Certificates in lieu of Material Laboratory Test Reports when permitted by Architect/Engineer. Materials Certificates shall be signed by Manufacturer and Contractor, certifying that each material item complies with or exceeds specified requirements, provide certification from admixtures manufacturers that chloride content complies with specification requirements, CAST-IN-PLACE CONCRETE 033000- 1 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS 1.5 QUALITY ASSURANCE A. This section outlines minimum standards and requirements. Refer to the Structural Drawings for additional requirements. In the event of conflict, information on Structural Drawings shall take precedence. Bring all conflicts and discrepancies between documents to the attention of the Architect and Engineer and do not work until such conflicts and discrepancies are clarified and corrected. B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete and products and that complies with ASTM C 94/C 94M requirements for production facilities and equipments. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities" C. ACI Publications: Comply with the following rules unless modified by requirements in the Contract Documents: 1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials" PART II - PRODUCTS 2.1 FORM-FACING MATERIALS A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. B. Rough-Formed Finished Concrete: Plywood, lumber, metal or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. B. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as- drawn steel wire into flat sheets. C. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet D. Bar Supports: Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic or pre-cast concrete according to CRSI's "Manual of Standard Practice" CAST-IN-PLACE CONCRETE 033000 -2 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS 2.3 CONCRETE MATERIALS A. Cementitious Material: Use the following cementituous materials, of the same type, brand and source, throughout the Project: 1. Portland cement: ASTM C 150, Type I / II. Supplement with the following (a) Fly Ash: ASTM C 618, Class F, unless noted otherwise, no more than 15%fly ash by weight B. Normal-Weight Aggregates: ASTM C 33, graded, 11/z" (38mm) and 3/" (19mm) nominal maximum coarse-aggregate size. C. Water: ATM C 94/C 94M and potable. D. Air-Entraining Admixture: ASTM C 260 E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride 1. Water-Reducing Admixtures: ASTM C 494/C 494M, Type A 2. Retarding Admixture: ASTM C 494/C 494M, Type B 3. Water-Reducing and Retarding Admixtures: ASTM C 494/C 494M, Type D 4. High-Range, Water-Reducing Admixtures: ASTM C 494/C 494M, Type F 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II 2.4 VAPOR RETARDERS A. Plastic Vapor Retarder: ASTM E 1745, Class A, or polyethylene sheet, ASTM D 4397, not less than 15 mils (0.381mm) thick. Include manufacturer's recommended adhesive or pressure-sensitive joint tape. B. Reference 072660 Below-Slab Vapor Barrier. 2.5 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yard (305g/sq.m)when dry C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. CAST-IN-PLACE CONCRETE 033000 - 3 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS D. Water: potable E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, non-dissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering G. Clear, Solvent-borne, Membrane-Forming Curing Compound: ASTM C 1315, Type 1, Class A H. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C ( 1315, Type 1, Class A I. Contractor use caution to review curing methods and chemicals with manufacturer of floor finish material to prevent compatibility issues with surface adhesion or reactions to adhesives. 2.6 RELATED MATERIALS A. Expansion- and Isolation-Join-Filler Strips: ASTM D 1751, asphalt-saturated cellulose fiber 2.7 CONCRETE MIXTURES A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301 B. Proportion normal-weight concrete mixtures as follows 1. Minimum Compressive Strength: 3000 psi at 28 days for footing; 3000 psi at 28 days for all other concrete. (a) Testing: One set of four cylinders shall be taken for each pour. Texting at contractors expense. 2. Maximum-Water-Cementitious Material Ratio: 0.45 3. Slump Limit: 4" (100mm) plus or minus 1"(25mm) 4. Air Content: 5.5 % plus or minus 1.5% at point of delivery for 1 1/2" (38mm) nominal maximum aggregate size. 5. Air Content: No entrained air for troweled finished floors 2.8 FABRICATING REINFORCEMENTS A. Fabricating steel reinforcement according to CRSI's "Manual of Standard Practice" 2.9 CONCRETE MIXING CAST-IN-PLACE CONCRETE 033000 - 4 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS A. Ready-Mixed Concrete: Measure, batch mix and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information. 1. When air temperature is between 85 and 90°F (30 and 32 °C), reduce mixing and delivery time from 1.5 hours to 75 minutes; when air temperature is above 90 °F (32 °C), reduce mixing and delivery time to 60 minutes. PART III — EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace and maintain formwork according to ACI 301 to support vertical, lateral, static and dynamic load and construction loads that might be applied until structure can support such loads B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation and position indicated within tolerance limits of ACI 117 C. Chamfer exterior corners and edges of permanently exposed concrete 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions and directions furnished with items to be embedded 3.3 VAPOR RETARDERS A. Plastic Vapor Retarder: Place, protect and repair vapor retarders according to ASTM E 1643 and manufacturer's written instructions. 1. Lap joints 6" (150mm) and seal with manufacturer's recommended tape 3.4 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice"for placing reinforcement 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete 3.5 A. General: Construct joints true to line with faces perpendicular to surface plane of concrete CAST-IN-PLACE CONCRETE 033000 - 5 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect C. Contraction joints in Slabs-on-Grade: Form weakened plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least '/4 of concrete thickness as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8" (3.2mm). Repeat grooving of contraction joints after applying surface finishes. Eliminate grooving tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saw equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8" (3.2mm)wide joints into concrete when cutting action will not tear, abrade or otherwise damage surface and before concrete develops random contraction cracks D. Isolation Joints in Slab-on-Grade: After removing formwork, install jointOfiller strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams and other locations as indicated 3.6 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement and embedded items is complete and that required inspections have been performed B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated on architect's slab plan. Deposit concrete to avoid segregation. 1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301 C. Cold-Weather Placement: Comply with ACI 306.1 D. Hot-Weather Placement: Comply with ACI 301 3.7 FINISHED FORMED SURFACES A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities. 1. Apply to concrete surfaces exposed to public view B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of CAST-IN-PLACE CONCRETE 033000 - 6 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities. 1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish or to be covered with a coating or covering material applied directly to concrete C. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete where indicated: 1. Smooth-Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. 2. Grout-Cleaned Finish: Wet concrete surfaces and apply grout of a consistency of thick paint to coat surfaces and fill small holes. Mix 1 part Portland cement to 1.5 parts fine sand with a 1:1 mixture of bonding admixture and water. Add white Portland cement in amounts determined by trial patches so color of dry grout will match adjacent surfaces. Scrub grout into voids and remove excess grout. When grout whitens, rub surface with clean burlap and keep surface damp by fog spray for at least 36 hours 3. Cork-Floated Finish: Wet concrete surfaces and apply stiff grout. Mix 1 part Portland cement and 1-part fine sand with a 1:1 mixture of bonding agent and water. Add white Portland cement in amounts determined by trial patches so color of dry grout will match adjacent surfaces. Compress grout into voids by grinding surface. In a swirling motion, finish surface with cork float. D. Related Unformed Surfaces: At top of walls, horizontal offsets and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.8 FINISHING FLOORS AND SLAB A. General: Comply with ACI 302.1R recommendations for screeding, re- straightening and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms or rakes to produce a profile amplitude of 1/4" (6mm) in 1 direction. C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power driven floats. Re-straighten, cut down high spots and fill low spots. Repeat float passes and re-straightening until surface is left with a uniform, smooth, granular texture. CAST-IN-PLACE CONCRETE 033000-7 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects and that would telegraph through applied coatings and floor coverings. 1. Apply trowel finish to surfaces indicated, exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint or another thin-film-finish coating system. 2. Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding 10' (3.05m) long straightedge resting on 2 high spots and placed anywhere on the surface does not exceed 1/8" E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces indicated and where ceramic or quarry tile is to be installed by either thickset or thin-set method. While concrete is still plastic, slightly scarify surface with fine broom. 1. Comply with flatness and levelness tolerances for trowel finished floor surfaces. F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps and elsewhere as indicated. 3.9 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 309.1 for cold weather protection and ACI 301 for hot weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1kg/sq. m x h) before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding and bull-floating or darbying concrete, but before float finishing. C. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in the widest practicable width, with sides and ends lapped at least 12" (300mm) and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas CAST-IN-PLACE CONCRETE 033000 - 8 FOUNDATION LEVELING AND MEP UPGRADES POMPEIIAN VILLA— PHASE IV CITY OF PORT ARTHUR, TEXAS subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. (a) After curing period has elapsed, remove curing compound without { damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with binding of floor covering used on Project. 4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.10 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. 3.11 FIELD QUALITY CONTROL A. Testing and Inspecting: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports 1. Testing Services: Tests shall be performed according to ACI 301 END OF SECTION CAST-IN-PLACE CONCRETE 033000 -9 Dohn H.LaBiche, FAIR-Principal Greg Wall,AIA-Principal 7999 Gladys Avenue,Suite 101 111 The LaBiche Beaumont,Texas 77706 ARCHITECTURAL GROUP INC (409)860-0197•Fax(409)860-0198 May 19,2025 ADDENDUM NO.3 PROJECT#22033—Pompeii Villa Phase IV PORT ARTHUR,TEXAS The following changes,corrections and additions or deletions to the Drawings and Specifications are hereby made part of the Contract Documents.Bidders shall acknowledge receipt of this Addendum in the Bid Form GENERAL NONE SPECIFICATIONS NONE DRAWINGS Sheet A1.1 1. Delete Attic Section Detail 4/A1.1 in its entirety and replace with Sheet SK-1 attached. 'ckEDtAR't End of Addendum No. 3 ."�' co:;�,r� �C �A ,! }''C7t Z tt� . ..ft • , , . .7. Sj. 11592 .. P zl Page 1 of 1