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063722-PM1 - Construction-Related - Contract - QT South, LLC and Mora Construction, Inc.
PROJECT MANUAL FOR THE CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS TO SERVE QUIKTRIP No. 1877 IPRC Record No. IPRC25-0054 City Project No. 106229 FID No. 30114-0200431-106229-E07685 File No. N/A X File No. X-28560 Mattie Parker Jesus “Jay” Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth September 2025 Prepared By Kirkman Engineering 5200 State Highway 121, Colleyville, TX 76034 Texas Firm No. 15874 817-488-4960 CSC No. 63722-PM1 ! " #$ %&'# ())* &+ ,&- . '/ ) 0 ) ) 1! ! 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age 2 of 3 Bid ValueSpecification Section No. Unit of Measure Unit Price SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item No. Bidder's Proposal Description Project Item Information Bid Quantity 1 3331.3201 6" Sewer Service 33 31 50 LF 30 $60.00 $1,800.00 2 3305.0109 Trench Safety 32 05 10 LF 30 $2.00 $60.00 3 3339.1003 4' Manhole 33 39 10 EA 2 $11,200.00 $22,400.00 4 3305.0112 Concrete Collar for Manhole 33 05 17 EA 2 $1,500.00 $3,000.00 5 3301.0002 Post-CCTV Inspection 33 01 31 EA 2 $1,000.00 $2,000.00 6 3301.0004 Final MH-CCTV Inspection 33 01 31 EA 2 $1,000.00 $2,000.00 7 3301.0101 Manhole Vaccum Testing 33 01 30 EA 2 $1,000.00 $2,000.00 8 9 10 11 12 13 14 $33,260.00 UNIT II: SANITARY SEWER IMPROVEMENTS TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $33,260.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP (2) 00 42 43 DAP - BID PROPOSAL Page 3 of 3 Bid ValueSpecification Section No. Unit of Measure Unit Price SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item No. Bidder's Proposal Description Project Item Information Bid Quantity This Bid is submitted by the entity named below: BIDDER: BY: Mora Construction Inc. PO Box 154897 Irving, TX 75015 TITLE: DATE: END OF SECTION 6/24/2025 Brett Ledbetter $77,864.00 UNIT II: SANITARY SEWER IMPROVEMENTS CFO Bid Summary $44,604.00 Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the CONTRACT commences to run as provided in the General Conditions. UNIT I: WATER IMPROVEMENTS Total Construction Bid $33,260.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP (2) BY: LE: Brett Ledbetter CFO 20 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT Form Version September 1, 2015 SECTION 00 45 12 DAP ± PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. ,QWKH³0DMRU:RUN Type´ box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution, 'HYHORSPHQW´'LDDQG smaller Mora Construction Inc. 1/31/26 Sewer Collection System, 'HYHORSPHQW´'LDDQG smaller Mora Construction Inc. 1/31/26 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mora Construction Inc. BY: Brett C Ledbetter PO Box 154897 Irving, TX 75015 _________________________________________ (Signature) TITLE: CFO DATE: 6/6/25 END OF SECTION BY: Brett C Ledbetter __________________________ (Signature) 106229. 106229 1887 ! ! 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' - 8 '8 ' & ; ) ; '8 ' > 89 ! # ; ' '8' * 6-30-25 Business Auto Policy Policy Endorsement NOTICE OF CANCELLATION 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. Endorsement No: 13; Page: 1 of 1 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA68021XX (02-2013) Endorsement Effective Date: Policy No: BUA 7015499253 Policy Effective Date: 09/23/2025 Policy Page: 77 of 124 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Business Auto Policy Policy Endorsement CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS I. A. 1. 2. a. b. (1) (2) 3. 4. 1. 2. B. 1. 2. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM LIABILITY COVERAGE Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: 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. 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.: 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. Does not apply to: Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or Any such organization that is an insured under any other liability "policy" providing auto coverage. Any person or organization that you are required by a written contract to name as an additional insured 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. 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: Which are no longer in force; or Whose limits have been exhausted. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. Endorsement No: 12; Page: 1 of 4 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA63359XX (04-2012) Endorsement Effective Date: Policy No: BUA 7015499253 Policy Effective Date: 09/23/2025 Policy Page: 73 of 124 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Business Auto Policy Policy Endorsement (4) (6) B. C. D. E. a. V. 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.: 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 not an individual, to any of your executive officers or partners or your insurance manager. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.5. 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. 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 prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. Other Insurance The following is added to Section IV, Paragraph B.5.: 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. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: 45 days of coverage in lieu of 30 days. 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. Endorsement No: 12; Page: 4 of 4 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA63359XX (04-2012) Endorsement Effective Date: Policy No: BUA 7015499253 Policy Effective Date: 09/23/2025 Policy Page: 76 of 124 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision,and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1.Additional Insureds 2.Additional Insured -Primary And Non-Contributory To Additional Insured's Insurance 3.Bodily Injury –Expanded Definition 4.Broad Knowledge of Occurrence/Notice of Occurrence 5.Broad Named Insured 6.Broadened Liability Coverage For Damage To Your Product And Your Work 7.Contractual Liability -Railroads 8.Electronic Data Liability 9.Estates,Legal Representatives and Spouses 10.Expected Or Intended Injury –Exception for Reasonable Force 11.General Aggregate Limits of Insurance –Per Project 12.In Rem Actions 13.Incidental Health Care Malpractice Coverage 14.Joint Ventures/Partnership/Limited Liability Companies 15.Legal Liability –Damage To Premises /Alienated Premises /Property In The Named Insured's Care, Custody or Control 16.Liquor Liability 17.Medical Payments 18.Non-owned Aircraft Coverage 19.Non-owned Watercraft 20.Personal And Advertising Injury –Discrimination or Humiliation 21.Personal And Advertising Injury -Contractual Liability 22.Property Damage -Elevators 23.Supplementary Payments 24.Unintentional Failure To Disclose Hazards 25.Waiver of Subrogation –Blanket 26.Wrap-Up Extension:OCIP CCIP,or Consolidated (Wrap-Up)Insurance Programs 7015499236CNA74705XX(1-15)Policy No: 4Page1of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2025 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367545 CNA PARAMOUNT Contractors'General Liability Extension Endorsement 1.ADDITIONAL INSUREDS a.WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A.through H.below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement,provided such contract or agreement: (1)is currently in effect or becomes effective during the term of this Coverage Part;and (2)was executed prior to: (a)the bodily injury or property damage;or (b)the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b.However,subject always to the terms and conditions of this policy,including the limits of insurance,the Insurer will not provide such additional insured with: (1)a higher limit of insurance than required by such contract or agreement;or (2)coverage broader than required by such contract or agreement,and in no event broader than that described by the applicable paragraph A.through H.below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A.Controlling Interest Any person or organization with a controlling interest in a Named Insured,but only with respect to such person or organization's liability for bodily injury,property damage or personal and advertising injury arising out of: 1.such person or organization's financial control of a Named Insured;or 2.premises such person or organization owns,maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. B.Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and covered under this insurance but only with respect to such co-owner's liability for bodily injury,property damage or personal and advertising injury as co-owner of such premises. C.Lessor of Equipment Any person or organization from whom a Named Insured leases equipment,but only with respect to liability for bodily injury,property damage or personal and advertising injury caused,in whole or in part,by the Named Insured's maintenance,operation or use of such equipment,provided that the occurrence giving rise to such bodily injury,property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D.Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of the ownership,maintenance or use of such land,provided that the occurrence giving rise to such bodily injury,property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease.The 7015499236CNA74705XX(1-15)Policy No: 4Page2of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. E.Lessor of Premises An owner or lessor of premises leased to the Named Insured,or such owner or lessor's real estate manager,but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of the ownership,maintenance or use of such part of the premises leased to the Named Insured,and provided that the occurrence giving rise to such bodily injury or property damage,or the offense giving rise to such personal and advertising injury,takes place prior to the termination of such lease.The coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. F. Mortgagee,Assignee or Receiver A mortgagee,assignee or receiver of premises but only with respect to such mortgagee,assignee or receiver's liability for bodily injury,property damage or personal and advertising injury arising out of the Named Insured's ownership,maintenance,or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. G.State or Governmental Agency or Subdivision or Political Subdivisions –Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury,property damage or personal and advertising injury arising out of: 1.the following hazards in connection with premises a Named Insured owns,rents,or controls and to which this insurance applies: a.the existence,maintenance,repair,construction,erection,or removal of advertising signs,awnings, canopies,cellar entrances,coal holes,driveways,manholes,marquees,hoistaway openings,sidewalk vaults,street banners,or decorations and similar exposures;or b.the construction,erection,or removal of elevators;or c.the ownership,maintenance or use of any elevators covered by this insurance;or 2.the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a.Bodily injury,property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision;or b.Bodily injury or property damage included within the products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement,the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H.Trade Show Event Lessor 1.With respect to a Named Insured's participation in a trade show event as an exhibitor,presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured,but only with respect to such person or organization's liability for bodily injury,property damage or personal and advertising injury caused by: 7015499236CNA74705XX(1-15)Policy No: 4Page3of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367546 CNA PARAMOUNT Contractors'General Liability Extension Endorsement a.the Named Insured's acts or omissions;or b.the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2.The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2.ADDITIONAL INSURED -PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance,then this insurance is primary,and the Insurer will not seek contribution from that other insurance.For the purpose of this Provision 2.,the additional insured's own insurance means insurance on which the additional insured is a named insured.Otherwise,and notwithstanding anything to the contrary elsewhere in this Condition,the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3.BODILY INJURY –EXPANDED DEFINITION Under DEFINITIONS,the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury,sickness or disease sustained by a person,including death,humiliation,shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury,sickness or disease. 4.BROAD KNOWLEDGE OF OCCURRENCE/NOTICE OF OCCURRENCE Under CONDITIONS,the condition entitled Duties in The Event of Occurrence,Offense,Claim or Suit is amended to add the following provisions: A.BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence,offense or claim is known to a natural person Named Insured,to a partner,executive officer,manager or member of a Named Insured,or an employee designated by any of the above to give such notice. B.NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence,offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part.However, the Named Insured shall give written notice of such occurrence,offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence,offense or claim. 5.BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3.in its entirety and replace it with the following: 3.Pursuant to the limitations described in Paragraph 4.below,any organization in which a Named Insured has management control: a.on the effective date of this Coverage Part;or 7015499236CNA74705XX(1-15)Policy No: 4Page4of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement b.by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured,provided that there is no other similar liability insurance,whether primary, contributory,excess,contingent or otherwise,which provides coverage to such organization,or which would have provided coverage but for the exhaustion of its limit,and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a)any partnership,limited liability company or joint venture;or (b)any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision,management control means: A.owning interests representing more than 50%of the voting,appointment or designation power for the selection of a majority of the Board of Directors of a corporation;or B.having the right,pursuant to a written trust agreement,to protect,control the use of,encumber or transfer or sell property held by a trust. 4.With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3.above,this insurance does not apply to: a.bodily injury or property damage that first occurred prior to the date of management control,or that first occurs after management control ceases;nor b.personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5.The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business-as names (dba)as any Named Insured should choose to employ. 6.BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete exclusions k.and I.and replace them with the following: This insurance does not apply to: k.Damage to Your Product Property damage to your product arising out of it,or any part of it except when caused by or resulting from: (1)fire; (2)smoke; (3)collapse;or (4)explosion. I.Damage to Your Work Property damage to your work arising out of it,or any part of it and included in the products-completed operations hazard. This exclusion does not apply: (1)If the damaged work,or the work out of which the damage arises,was performed on the Named Insured's behalf by a subcontractor;or 7015499236CNA74705XX(1-15)Policy No: 4Page5of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367547 CNA PARAMOUNT Contractors'General Liability Extension Endorsement (2)If the cause of loss to the damaged work arises as a result of: (a)fire; (b)smoke; (c)collapse;or (d)explosion. B.The following paragraph is added to LIMITS OF INSURANCE: Subject to 5.above,$100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke,collapse or explosion and is included within the product-completed operations hazard.This sublimit does not apply to property damage to your work if the damaged work,or the work out of which the damage arises,was performed on the Named Insured's behalf by a subcontractor. C.This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7.CONTRACTUAL LIABILITY –RAILROADS With respect to operations performed within 50 feet of railroad property,the definition of insured contract is replaced by the following: Insured Contract means: a.A contract for a lease of premises.However,that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b.A sidetrack agreement; c.Any easement or license agreement; d.An obligation,as required by ordinance,to indemnify a municipality,except in connection with work for a municipality; e.An elevator maintenance agreement; f.That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality)under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization.Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f.does not include that part of any contract or agreement: (1)That indemnifies an architect,engineer or surveyor for injury or damage arising out of: (a)Preparing,approving or failing to prepare or approve maps,shop drawings,opinions,reports,surveys, field orders,change orders or drawings and specifications;or (b)Giving directions or instructions,or failing to give them,if that is the primary cause of the injury or damage; (2)Under which the Insured,ifan architect,engineer or surveyor,assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services,including those listed in (1) above and supervisory,inspection,architectural or engineering activities. 8.ELECTRONIC DATA LIABILITY 7015499236CNA74705XX(1-15)Policy No: 4Page6of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete exclusion p.Electronic Data and replace it with the following: This insurance does not apply to: p.Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1)any access to or disclosure of any person's or organization's confidential or personal information, including patents,trade secrets,processing methods,customer lists, financial information,credit card information,health information or any other type of nonpublic information;or (2)the loss of, loss of use of,damage to,corruption of, inability to access,or inability to manipulate electronic data that does not result from physical injury to tangible property. However,unless Paragraph (1)above applies,this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs,credit monitoring expenses, forensic expenses,public relation expenses or any other loss,cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1)or (2)above. B.The following paragraph is added to LIMITS OF INSURANCE: Subject to 5.above,$100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C.The following definition is added to DEFINITIONS: Electronic data means information,facts or programs stored as or on,created or used on,or transmitted to or from computer software (including systems and applications software),hard or floppy disks,CD-ROMS,tapes, drives,cells,data processing devices or any other media which are used with electronically controlled equipment. D.For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision,the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a.Physical injury to tangible property,including all resulting loss of use of that property.All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b.Loss of use of tangible property that is not physically injured.All such loss of use shall be deemed to occur at the time of the occurrence that caused it;or c.Loss of, loss of use of,damage to,corruption of, inability to access,or inability to properly manipulate electronic data,resulting from physical injury to tangible property.All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance,electronic data is not tangible property. E.If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy,then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of,and not in addition to,that higher limit. 9.ESTATES,LEGAL REPRESENTATIVES,AND SPOUSES The estates,heirs,legal representatives and spouses of any natural person Insured shall also be insured under this policy;provided,however,coverage is afforded to such estates,heirs,legal representatives,and spouses only for 7015499236CNA74705XX(1-15)Policy No: 4Page7of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367548 CNA PARAMOUNT Contractors'General Liability Extension Endorsement claims arising solely out of their capacity or status as such and,in the case of a spouse,where such claim seeks damages from marital community property,jointly held property or property transferred from such natural person Insured to such spouse.No coverage is provided for any act,error or omission of an estate,heir,legal representative,or spouse outside the scope of such person's capacity or status as such,provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses'acts,errors or omissions in the conduct of the Named Insured's business. 10.EXPECTED OR INTENDED INJURY –EXCEPTION FOR REASONABLE FORCE Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured.This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11.GENERAL AGGREGATE LIMITS OF INSURANCE -PER PROJECT A.For each construction project away from premises the Named Insured owns or rents,a separate Construction Project General Aggregate Limit,equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1.All damages under Coverage A,except damages because of bodily injury or property damage included in the products-completed operations hazard;and 2.All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project.Such payments shall not reduce the General Aggregate Limit shown in the Declarations,nor the Construction Project General Aggregate Limit of any other construction project. B.All: 1.Damages under Coverage B,regardless of the number of locations or construction projects involved; 2.Damages under Coverage A,caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project,except damages because of bodily injury or property damage included in the products-completed operations hazard;and 3.Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C.The limits shown in the Declarations for Each Occurrence,for Damage To Premises Rented To You and for Medical Expense continue to apply,but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations,depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D.When coverage for liability arising out of the products-completed operations hazard is provided,any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations,regardless of the number of projects involved. 7015499236CNA74705XX(1-15)Policy No: 4Page8of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement E.If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted,or if the authorized contracting parties deviate from plans,blueprints,designs,specifications or timetables,the project will still be deemed to be the same construction project. F.The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12.IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured,or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13.INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1)and 1.b.(2)with the following: b.This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose,and only if: (1)such bodily injury is caused by an occurrence that takes place in the coverage territory. (2)the bodily injury first occurs during the policy period.Allbodily injury arising from an occurrence will be deemed to have occurred at the time of the first act,error,or omission that is part of the occurrence; and B.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to: i.add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii.delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement,including but not limited to express warranties or guarantees. iii.add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination,humiliation or harassment,including but not limited to claims based on an individual's race,creed,color,age,gender,national origin, religion, disability,marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest,criminal or malicious act,error or omission. Medicare/Medicaid Fraud 7015499236CNA74705XX(1-15)Policy No: 4Page9of17EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367549 CNA PARAMOUNT Contractors'General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare,Medicaid,Tricare or any similar federal,state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C.DEFINITIONS is amended to: i.add the following definitions: Health care incident means an act,error or omission by the Named Insured's employees or volunteer workers in the rendering of: a.professional health care services on behalf of the Named Insured or b.Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages,medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a.Physician; b.Nurse; c.Nurse practitioner; d.Emergency medical technician; e.Paramedic; f.Dentist; g.Physical therapist; h.Psychologist; i.Speech therapist; j.Other allied health professional;or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii.delete the definition of occurrence and replace it with the following: Occurrence means a health care incident.Allacts,errors or omissions that are logically connected by any common fact,circumstance,situation,transaction,event,advice or decision will be considered to constitute a single occurrence; iii.amend the definition of Insured to: a.add the following: the Named Insured's employees are Insureds with respect to: (1)bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business;and 7015499236CNA74705XX(1-15)Policy No: 4Page10 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement (2)bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1)bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business;and (2)bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b.delete Subparagraphs (a),(b),(c)and (d)of Paragraph 2.a.(1)of WHO IS AN INSURED. D.The Other Insurance condition is amended to delete Paragraph b.(1)in its entirety and replace it with the following: Other Insurance b.Excess Insurance (1)To the extent this insurance applies,it is excess over any other insurance,self insurance or risk transfer instrument,whether primary,excess,contingent or on any other basis,except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14.JOINT VENTURES /PARTNERSHIP /LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations,except that if the Named Insured was a joint venturer,partner,or member of a limited liability company and such joint venture,partnership or limited liability company terminated prior to or during the policy period,such Named Insured is an Insured with respect to its interest in such joint venture,partnership or limited liability company but only to the extent that: a.any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b.the bodily injury or property damage first occurred after such termination date; and c.there is no other valid and collectible insurance purchased specifically to insure the partnership,joint venture or limited liability company;and If the joint venture,partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program,then such insurance will always be considered valid and collectible for the purpose of paragraph c.above.But this provision will not serve to exclude bodily injury,property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up)insurance program. 15.LEGAL LIABILITY –DAMAGE TO PREMISES /ALIENATED PREMISES /PROPERTY IN THE NAMED INSURED'S CARE,CUSTODY OR CONTROL A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete exclusion j.Damage to Property in its entirety and replace it with the following: This insurance does not apply to: 7015499236CNA74705XX(1-15)Policy No: 4Page11 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367550 CNA PARAMOUNT Contractors'General Liability Extension Endorsement j.Damage to Property Property damage to: (1)Property the Named Insured owns,rents,or occupies,including any costs or expenses incurred by you, or any other person,organization or entity,for repair,replacement,enhancement,restoration or maintenance of such property for any reason,including prevention of injury to a person or damage to another's property; (2)Premises the Named Insured sells,gives away or abandons,if the property damage arises out of any part of those premises; (3)Property loaned to the Named Insured; (4)Personal property in the care,custody or control of the Insured; (5)That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations,if the property damage arises out of those operations;or (6)That particular part of any property that must be restored,repaired or replaced because your work was incorrectly performed on it. Paragraphs (1),(3)and (4)of this exclusion do not apply to property damage (other than damage by fire)to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner,nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days.A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2)of this exclusion does not apply if the premises are your work. Paragraphs (3),(4),(5)and (6)of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6)of this exclusion does not apply to property damage included in the products-completed operations hazard. Paragraphs (3)and (4)of this exclusion do not apply to property damage to: i.tools,or equipment the Named Insured borrows from others,nor ii.other personal property of others in the Named Insured's care,custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However,the coverage granted by this exception to Paragraphs (3)and (4)does not apply to: a.property at a job site awaiting or during such property's installation,fabrication,or erection; b.property that is mobile equipment leased by an Insured; c.property that is an auto, aircraft or watercraft; d.property in transit;or e.any portion of property damage for which the Insured has available other valid and collectible insurance,or would have such insurance but for exhaustion of its limits,or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others.See LIMITS OF INSURANCE as amended below. 7015499236CNA74705XX(1-15)Policy No: 4Page12 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c.through n.do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner,nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C.The following paragraph is added to LIMITS OF INSURANCE: Subject to 5.above,$25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment,and to other personal property of others in the Named Insured's care,custody or control,while being used in the Named Insured's operations away from any Named Insured's premises.The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000.The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement.If the Insurer exercises that right,the Named Insured will promptly reimburse the Insurer for any such amount. D.Paragraph 6.,Damage To Premises Rented To You Limit,of LIMITS OF INSURANCE is deleted and replaced by the following: 6.Subject to Paragraph 5.above,(the Each Occurrence Limit),the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner,including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days.The Damage To Premises Rented To You Limit is the greater of: a.$500,000;or b.The Damage To Premises Rented To You Limit shown in the Declarations. E.Paragraph 4.b.(1)(a)(ii)of the Other Insurance Condition is deleted and replaced by the following: (ii)That is property insurance for premises rented to the Named Insured,for premises temporarily occupied by the Named Insured with the permission of the owner;or for personal property of others in the Named Insured's care,custody or control; 16.LIQUOR LIABILITY Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17.MEDICAL PAYMENTS A.LIMITS OF INSURANCE is amended to delete Paragraph 7.(the Medical Expense Limit)and replace it with the following: 7.Subject to Paragraph 5.above (the Each Occurrence Limit),the Medical Expense Limit is the most the Insurer will pay under Coverage C –Medical Payments for all medical expenses because of bodily injury sustained by any one person.The Medical Expense Limit is the greater of: (1)$15,000 unless a different amount is shown here:$N,NNN,NNN,NNN;or (2)the amount shown in the Declarations for Medical Expense Limit. 7015499236CNA74705XX(1-15)Policy No: 4Page13 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367551 CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Under COVERAGES,the Insuring Agreement of Coverage C –Medical Payments is amended to replace Paragraph 1.a.(3)(b)with the following: (b)The expenses are incurred and reported to the Insurer within three years of the date of the accident;and 18.NON-OWNED AIRCRAFT Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended as follows: The exclusion entitled Aircraft,Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured,provided that: 1.the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada,designating that person as a commercial or airline transport pilot; 2.the aircraft is rented with a trained,paid crew to the Named Insured;and 3.the aircraft is not being used to carry persons or property for a charge. 19.NON-OWNED WATERCRAFT Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete subparagraph (2)of the exclusion entitled Aircraft,Auto or Watercraft,and replace it with the following. This exclusion does not apply to: (2)a watercraft that is not owned by any Named Insured,provided the watercraft is: (a)less than 75 feet long;and (b)not being used to carry persons or property for a charge. 20.PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION A.Under DEFINITIONS,the definition of personal and advertising injury is amended to add the following tort: Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B.Under COVERAGES,Coverage B –Personal and Advertising Injury Liability,the paragraph entitled Exclusions is amended to: 1.delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury.This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person,but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a)the Named Insured;or (b)any executive officer,director,stockholder,partner,member or manager (if the Named Insured is a limited liability company)of the Named Insured. 2.add the following exclusions: 7015499236CNA74705XX(1-15)Policy No: 4Page14 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment,prospective employment,past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale,rental,lease or sub-lease or prospective sale,rental, lease or sub-lease of any room,dwelling or premises by or at the direction of any Insured. Notwithstanding the above,there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from Provision 1.ADDITIONAL INSURED of this endorsement;or attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21.PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY A.Under COVERAGES,Coverage B –Personal and Advertising Injury Liability,the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B.Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision,the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS –COVERAGES A AND B: 1.Paragraph 2.d.is replaced by the following: d.The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2.The first unnumbered paragraph beneath Paragraph 2.f.(2)(b)is deleted and replaced by the following: So long as the above conditions are met,attorneys fees incurred by the Insurer in the defense of that indemnitee,necessary litigation expenses incurred by the Insurer,and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs.Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C.This PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY Provision does not apply if Coverage B –Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22.PROPERTY DAMAGE –ELEVATORS A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3),(4)and (6)of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. 7015499236CNA74705XX(1-15)Policy No: 4Page15 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367552 CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Solely for the purpose of the coverage provided by this PROPERTY DAMAGE –ELEVATORS Provision,the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance,whether primary,excess,contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23.SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS –COVERAGES A AND B is amended as follows: A.Paragraph 1.b.is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit;and B.Paragraph 1.d.is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000.limit. 24.UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part,the Insurer will not deny coverage under this Coverage Part because of such failure. 25.WAIVER OF SUBROGATION -BLANKET Under CONDITIONS,the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1.the Named Insured's ongoing operations;or 2.your work included in the products-completed operations hazard. However,this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement,and only if such contract or agreement: 1.is in effect or becomes effective during the term of this Coverage Part;and 2.was executed prior to the bodily injury,property damage or personal and advertising injury giving rise to the claim. 26.WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS Note:The following provision does not apply to any public construction project in the state of Oklahoma,nor to any construction project in the state of Alaska,that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION –CONSTRUCTION WRAP-UP is attached to this policy,or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.)or Contractor Controlled Insurance Programs (C.C.I.P.)is attached,then the following changes apply: A.The following wording is added to the above-referenced endorsement: With respect to a consolidated (wrap-up)insurance program project in which the Named Insured is or was involved,this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1.Bodily injury,property damage,or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project,or during such operations of anyone acting on the Named Insured's behalf;nor 7015499236CNA74705XX(1-15)Policy No: 4Page16 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement 2.Bodily injury or property damage included within the products-completed operations hazard that arises out of those portions of the project that are not residential structures. B.Condition 4.Other Insurance is amended to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c)Any of the other insurance whether primary,excess,contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program,but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C.DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up)insurance program means a construction,erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project,such as an Owner Controlled Insurance Program (O.C.I.P.)or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30%or more of the square foot area is used or is intended to be used for human residency,including but not limited to: 1.single or multifamily housing,apartments,condominiums,townhouses,co-operatives or planned unit developments;and 2.the common areas and structures appurtenant to the structures in paragraph 1.(including pools,hot tubs, detached garages,guest houses or any similar structures). However,when there is no individual ownership of units,residential structure does not include military housing, college/university housing or dormitories,long term care facilities,hotels or motels.Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 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 effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below,and expires concurrently with said Policy. 7015499236CNA74705XX(1-15)Policy No: 4Page17 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.10020003670154992367553 CNA PARAMOUNT Changes -Notice of Cancellation or Material Restriction Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART EMPLOYEE BENEFITS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART STOP GAP LIABILITY COVERAGE PART TECHNOLOGY ERRORS AND OMISSIONS LIABILITY COVERAGE PART SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY –NEW YORK DEPARTMENT OF TRANSPORTATION SCHEDULE Number of days notice (other than for nonpayment of premium):030 Number of days notice for nonpayment of premium:N/A Name of person or organization to whom notice will be sent:PER SCHEDULE ON FILE Address:PER SCHEDULE ON FILE IRVING , TX 75015-4897 If no entry appears above,the number of days notice for nonpayment of premium will be 10 days. It is understood and agreed that in the event of cancellation or any material restrictions in coverage during the policy period,the Insurer also agrees to mail prior written notice of cancellation or material restriction to the person or organization listed in the above Schedule.Such notice will be sent prior to such cancellation in the manner prescribed in the above Schedule. 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 effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below,and expires concurrently with said Policy. 7015499236CNA74702XX(1-15)Policy No: 23Page1of1EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2025 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved.00020003670154992361270 CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Solely for the purpose of the coverage provided by this PROPERTY DAMAGE –ELEVATORS Provision,the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance,whether primary,excess,contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23.SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS –COVERAGES A AND B is amended as follows: A.Paragraph 1.b.is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit;and B.Paragraph 1.d.is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000.limit. 24.UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part,the Insurer will not deny coverage under this Coverage Part because of such failure. 25.WAIVER OF SUBROGATION -BLANKET Under CONDITIONS,the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1.the Named Insured's ongoing operations;or 2.your work included in the products-completed operations hazard. However,this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement,and only if such contract or agreement: 1.is in effect or becomes effective during the term of this Coverage Part;and 2.was executed prior to the bodily injury,property damage or personal and advertising injury giving rise to the claim. 26.WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS Note:The following provision does not apply to any public construction project in the state of Oklahoma,nor to any construction project in the state of Alaska,that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION –CONSTRUCTION WRAP-UP is attached to this policy,or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.)or Contractor Controlled Insurance Programs (C.C.I.P.)is attached,then the following changes apply: A.The following wording is added to the above-referenced endorsement: With respect to a consolidated (wrap-up)insurance program project in which the Named Insured is or was involved,this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1.Bodily injury,property damage,or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project,or during such operations of anyone acting on the Named Insured's behalf;nor 7015499236CNA74705XX(1-15)Policy No: 4Page16 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/23/2025 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA PARAMOUNT Blanket Additional Insured -Owners,Lessees or Contractors - with Products-Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I.WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part,but only with respect to liability for bodily injury,property damage or personal and advertising injury caused in whole or in part by your acts or omissions,or the acts or omissions of those acting on your behalf: A.In the performance of your ongoing operations subject to such written contract;or B.In the performance of your work subject to such written contract,but only with respect to bodily injury or property damage included in the products-completed operations hazard,and only if: 1.The written contract requires you to provide the additional insured such coverage;and 2.This Coverage Part provides such coverage;and C.Subject always to the terms and conditions of this policy,including the limits of insurance,the Insurer will not provide such additional insured with: 1.Coverage broader than what you are required to provide by the written contract;or 2.A higher limit of insurance than what you are required to provide by the written contract. Any coverage granted by this Paragraph I.shall apply solely to the extent permissible by law. II.If the written contract requires additional insured coverage under the 07-04 edition of CG2010 or CG2037,then paragraph I.above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part,but only with respect to liability for bodily injury,property damage or personal and advertising injury caused in whole or in part by your acts or omissions,or the acts or omissions of those acting on your behalf: A.In the performance of your ongoing operations subject to such written contract;or B.In the performance of your work subject to such written contract,but only with respect to bodily injury or property damage included in the products-completed operations hazard,and only if: 1.The written contract requires you to provide the additional insured such coverage;and 2.This Coverage Part provides such coverage. III.But if the written contract requires: A.Additional insured coverage under the 11-85 edition,10-93 edition,or 10-01 edition of CG2010,or under the 10- 01 edition of CG2037;or B.Additional insured coverage with “arising out of”language; then paragraph I.above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part,but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of your work that is subject to such written contract. 7015499236CNA75079XX(3-22)Policy No: 5Page1of3EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2025 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved.10020003670154992367554 CNA PARAMOUNT Blanket Additional Insured -Owners,Lessees or Contractors - with Products-Completed Operations Coverage Endorsement IV.But if the written contract requires additional insured coverage to the greatest extent permissible by law,then paragraph I.above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part,but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of your work that is subject to such written contract. V.The insurance granted by this endorsement to the additional insured does not apply to bodily injury,property damage,or personal and advertising injury arising out of: A.The rendering of,or the failure to render,any professional architectural,engineering,or surveying services, including: 1.The preparing,approving,or failing to prepare or approve maps,shop drawings,opinions,reports,surveys, field orders,change orders or drawings and specifications;and 2.Supervisory,inspection,architectural or engineering activities;or B.Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this Coverage Part. VI.Under COMMERCIAL GENERAL LIABILITY CONDITIONS,the Condition entitled Other Insurance is amended to add the following,which supersedes any provision to the contrary in this Condition or elsewhere in this Coverage Part: Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured,this insurance is primary to and will not seek contribution from such other insurance,provided that a written contract requires the insurance provided by this policy to be: 1.Primary and non-contributing with other insurance available to the additional insured;or 2.Primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above,this insurance will be excess of all other insurance available to the additional insured. VII.Solely with respect to the insurance granted by this endorsement,the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence,Offense,Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1.Give the Insurer written notice of any claim,or any occurrence or offense which may result in a claim; 2.Send the Insurer copies of all legal papers received,and otherwise cooperate with the Insurer in the investigation, defense,or settlement of the claim;and 3.Make available any other insurance,and endeavor to tender the defense and indemnity of any claim to any other insurer or self-insurer,whose policy or program applies to a loss that the Insurer covers under this coverage part. However,if the written contract requires this insurance to be primary and non-contributory,this paragraph 3. does not apply to other insurance under which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. 7015499236CNA75079XX(3-22)Policy No: 5Page2of3EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved. CNA PARAMOUNT Blanket Additional Insured -Owners,Lessees or Contractors - with Products-Completed Operations Coverage Endorsement VIII.Solely with respect to the insurance granted by this endorsement,the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this Coverage Part,provided the contract or agreement: A.Was executed prior to: 1.The bodily injury or property damage;or 2.The offense that caused the personal and advertising injury; for which the additional insured seeks coverage;and B.Is still in effect at the time of the bodily injury or property damage occurrence or personal and advertising injury offense. 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 effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below,and expires concurrently with said Policy. 7015499236CNA75079XX(3-22)Policy No: 5Page3of3EndorsementNo: The Continental Insurance Co.Effective Date: 09/23/2024 MORA CONSTRUCTION INCInsuredName: Copyright CNA All Rights Reserved.10020003670154992367555 '=%>)%, 1=$) ,3= 3 / )$(=)%, (3E( $=(1 '1 5; 7: 75 E .,+3 1 . * ,1 1 +-,301,1 ,1 . // , 1 , +. /1 +-,3- .// . ., .> -04 :1 /--0 a ,1 ,- a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a ,1 ,- a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f_RFS]ILSAAtiL'� $Utip Pxgc � af 3 1 `a PRDViDE� FURTHF.R. Thai iCany 1cga1 ac.-�inn bc fiied c�n this Bond. �cnuc s�all iie in Tairdnt Cnun[y, Tcxas ar thc United Statcs t3isu-ict Caurt for the tirsrth�m Dislri�t of Texas, Fort 3 Warth Di�isiqn. 4 This bond is madc and cxccuted in c�rn�i�ancc v►ith ti� }�ro�isions nf Chapter 2?53 af the 5 Texas Gn�crnmcnt Cod�. as am�dcd. and a1J liabifttics an this b«nd ShaZl bC det�trnE�cd in 6 a��ardanr.e with th� �ra�isions nf said staiuc. 7 I?* WlTi`E55 WHEI�E(7F, thG Prit�ciga3 and t%c 5usr�}• isa�c SIGVED and S�ALil7 8 tiiis insvumcnt by ciuly auEhvrixcd a�e4nGy and a�c:�rs o� this thc ____ _ 3�h �Eay �l� 9 June , Z4] 25 . 1p !] �2 13 14 15 ia �� 18 i4 24 zi 22 23 24 ZS 26 �7 28 �g 3Q 31 3? 33 34 35 36 37 3� 39 � 41 42 d3 44 45 4b 47 A �. �n'ncipel} Secretary / �,...� �r� ,,,� �--, Vl�tness ta Princ�paf •- � Witncss as to � PR1�CfYAL. N9ora Construction, lnt. _ ,y_ i3Y- Signaturg, f Brett Ledbetter. CFD �am� and '1'itic r'lddress: 113� €3�ry1( 5ti�t Irvin9. TX 75I]60 S[] RETY � S1�viss Re_C�r s_ala�_ 50 � ns America Insurance Coraoration RY��a — "@r �1 ��`�����`� 5is±naiurc _. pebca Lee Mvon. Rttornev-in-Far�T_ �amc �ind Tnl� nddscss. ?��0 Main 5[. Su�Ie 8D0 Kansas City. M� 641 Q5 fcicphonc [vumbcr: _ [8161�',�,5-3�4Q _ _ •Note� lf signcd 6y as� oF#iccr v#' the Surcty Campany, ther� rnust h�: on flc a rertificd exlract fram thc hy-laws shawing that thi� persan has aut�arity �a sign su�h obligalic�n. If 5urcty's physical addresc i� di ii`erent from it5 mailing address, botf� must bc pravidcd. C�TY 4� �'��� wo�'" l�uikTnp Ln. IS'7 57A'�I]ARD CT�'Y CUtiDiilQiS []I:VCI.i]PL•:R AYyAIiIJ�l7 k'RtiI�CTS C����� �� ��"g Rerised ]anuary 11, illli aa bx �3-a r�ow�a�►a�Borafl Pa�e 3 aS3 The datc of the ba� shs![ ant be priQr #o the data the Gantrac� is awarded. CCfY O� F+ORT VI►ORTH QmYf�ip Nw 1 E77 8TA]�A3lD Cf!'Y G7DH!]filOTIS -- DEVEIAPFJt AWARDEp PRi�,TDGfS (� �e 1�. ldd�4 � Ravlsed]�frary 3f, 7Q12 ! " # $ %&& ' ' ( ) * + ' ,- " . /, $ 0 1 2 3 + 4 "- 5 6 & 7 , 8 5 99 ' ,7 ** 99999999999999999999999999999999999999995 !4 84 2 % : " 4/ # ;< 7 " 45 43 " 1 ; "2 2 ;,- 43 ' " ,- =# 4- = " / 999999999999995 0 / "# " , 2 " ,- > " 2 " , 2 = " ,7 4 4 ?5 3 ;- ,7 " @ 3 , 3 A 2 4 22 4 ,7 ', , B 25 !4 84 2 :' " ,-< 7 " 4 >87 ,7 " 4 " = " ?5 " 7 ;3 43 "=;- A 43 4, ,7 1 ; # "5 ! " # "# " , 45 ** 5 ,7 " @ 3 , 3 A 2 4 22 4 B 2 :> 1 ; # "<?5 43 ,7 ,- ", ",75 B 2 = 4 / # ; / "# " , 4 >: ,-<?5 4 ,7 # 4 ; 2 = ' 1 4,- ' 1 4 7 2 43 7, 43" 3 ' B,- " ;; "2 >C99&&5% $ 999?5 ; 8 ; = 4 - ,7 D4 , 3 ', , 25 , A # 3 4 ", ",75 "" 4, 4,-5 B 25 " ,7 # -= 4, 87 /7 2 = 6 8 ;; 43 ," ;- A = 3 . 4,;- 4, ,7 1 ; # " 43 ,7 ,- 2 3 ; A; 25 8 A 43 "2 ;1 25 " 7 "25 B / , "25 3= 4 2," , "25 2 // 22 "2 43 22 425 . 4,;- 43 2 1 " ;;-5 & "=;- A- ,7 2 #" 2 4,2E % 1 ; # " 43 ,- 7 1 4, " 3 4, 4 " = 4, " ,7 / 42," /, 4 0 / == 4 ,- / ; , 2 4 ,7 ,- ", ",75 A- 43 ,7" 7 == 4 ,- / ; , 2 " = 4,5 =A " F 25-0107HI 43 " 4/ # ; 7 2 4, " 3 4, / ", 4 8" ,, 4 4," /, 8 ,7 1 ; # "5 8 "3 3 ,7 99 ,7993 - 999+ 4 999999999999995 99 6995 87 /7 4," /, 2 7 " A- " "" 3 , 43 = 3 # ", 7 " " ;; # "# 2 2 2 ;;- 2 , ",7 7 " 45 , "4 27 ;; = , " ;25 J #= 4,5 ; A " 43 ,7 " // 22 " 2 2 3 4 3 A- ; 85 4 ,7 #" 2 / , 4 ,7 6 "! 2 #" 1 3 3 " 4 2 3 4," /, 43 3 2 4 , 3 2 ! " # $ %&&$ ' * K 2 2 /7 ,7 , & " 4/ # ; 27 ;; # - ;; = 4 2 8 4 , 4- > 43 ;;? # -= 4, A 43 A 4 / "- > 2 3 4 3 4 % 7 #, " 6 ,7 B 2 K 1 "4= 4, 3 5 2 = 43 3? 4 ,7 #" 2 / , 4 ,7 "! 43 " 0 ,7 4," /,5 ,7 4 ,7 2 A; , 4 27 ;; A 43 A / = 4 ;; 43 1 3I ,7 "8 2 , " = 4 4 ;; "/ 43 /,$ q0l,T 14-2 PAYMEiN'f fiQT�lI7 PagrZnf3 ] 71iis bonci is Euade and cxecuted i�� c�nzplianee witli the �rovisiaris ofChapier 2253 of H;c 2 '[�exas Go�ein�i�en[ Cade, as ait3ei3ded, and all lia�iiiities Q�� 1hi5 hnnd sliall be d�termiitetl i�i 3 a�c�rdance with tlie pr�visioits nf said sta�titc. q LN W�7'NF,S� W� �.[1�', [he T's•incipal aitd Surety ha�e eacli SIGNED and SEALEU 5 tl�is inst�liEtieiSt !�y d��ly autl�ai�ized agents and offce�'s or3 tl�is tl�e �Q� day ��' 6 ]u�c , 2fl25 7 PRINCIPAL: QT South LLC ATTES'i': {Prin�ipai) 5ecretary Witness as to Prirrcipal ATTES"i�: {Surety) Secretaiy Hamnna Ble�ins W itness as to Surety 8 9 ]0 !! 12 13 E� 13Y: Signature Nante asid Titie 1�ddress: 47a5 S 129th East Ave Tulsa, OIC 74 i 34 sur�Tv: � 7'ra�elers Casualty and 5urety �.�-.. ` r�'�., Company America - ' . ' -.'�, J, �� ' i'.'. ,�r=C i�, `� BY: !� :: r�G`;�1. n S ignati�re -`, Diane Ker�il Attorney-In-Fa�i '� "; '� .�']� Nante a�id 'I'itle ....��"����•'' Address: 610U S. Yale Ave, 5te. 19+[1p Tu lsa, �IC 74 t 36 Telephone Nunii3er' 418-3S9-E�U4 Note: [f sigited 6y an officer of tlie Surety, tf�ere �n�tst 6e ai� file a certifie�3 ext��ct from the bylaws sliowing tl��t tliis persori lias autltoriry ta sigii suc�i �laligation. if Surety's pl�ysica! address is dif�'erent fi•oit� its �nailing address, hnlh mEist kae pro►+ided. Tlie date oftiic izaiid shall noi b� prior ta tfie daie the Caniract is awarded. rmn oF sECTto�v ciry or r-o�;-r war�r� �E�T��E, � 1877 Sl'AN�ARD CI3Y CaNUi'1'3ON5 —[JFViiLQPEIt AWARifF.� YR[]JEC'f5 c�ty f'rr�jeel Na. !f]Csi29 Revised ]anuary 3i, 2Ul2 QOG214-3 PAY1�I�:NT' BDNA Page3nf3 CLTY �F FdRT WaR"C'H �uikTrip �ia. i$77 STA1d�AR� CIFY CANdTi'IOI�S - DEVELOPER AWAA[3Ef3 PiZdIFClS City Proje�e No. 146229 Acvised Ianuary 31. 2012 TRAVELERS� Travelers Casualty and Surety Campany of America Tra�elers Casuaity and Surety Campany 5t. Paul Fir� and Marine Insurance Cnmpany �aw�� a� �rroR��r iSNpW AL� N1EFf BY TFfESE RRE5EMT5: Thal Travelers Casualty and Surety Company af America, Tra�eiers Casualty and Surety Cam�any, and 5t. Paul Fire and Marine Insuranr.e Campany are oorporati4ns duly asganized under the laws vf [he State o1 Comecticul [herein calleclsuely called the "Companies"}, and Ihat ihe Companies do here6y rnake, constitule and appoint Aiane itern �f TULSA � Okiahome , lheir Irue and lawlul Aitorney{s]an-Fad So sign, exeaute, seal and acknqwiedge arry and all hands, reGagnizances, r.anditional undertakings and ather writings obligalory in lhe nature therevF an behalf of !he Campanies in their husiness oT guaranteeing the fidel+iy nf persans, guaranleeing Ihe performance at cordracts and executing ar guaranteeirfg � boncls •.and undertakings req�ired or permi[ted ln any aclions or prviceedings allowed hy iaw. � iN WiTN�SS.WHE�tEb�, the Campanies have caused this instrumert[ tv be signed, and their corporaEe seals ta he hereto aTfrxed, thls 29st day of Aprii, 2D2i.' •' su.+ry�• �JY +µs �p �[� � ./l6��� r�� *i �+ �F * i o � • � � � � � Y � � H _ � i ♦ "� s FWliFOM. p � C�O�[►.l� _ ±`t��+ "t11�P • �� COH1+. aP �� � � « �.. • � *ti � 5tate ot �bnneciicut Cily of Hartlerd ss. � RoheA L. Rane , nior Voe Presiden! On this the 21st day af Aprll, 2021, before rrre persanally appeared Robert L. Raney, who acknawledged himseN to f�e ihe 5enfor Vice President vf each af the Companies, and thet he, as sur�, ioeing aulhorized sa 1fl do, exece�led Ihe faregoing isistrumern fpr lhe purposes therein �vrrl8ined hy signing on trehalf af said Corripanies by himself ss a dufy aulharized offrcer. IH 1NITNESS WHER�a�, 1 hereunla set my hand and official seal lufy Commission expires the 34th day of June, 2d2b �1a"�"� M � f/ �� u0t�rtr *i ► �'� 1 �"�� Anna P. Nowik, Nntary Puh{ic This Pnwer of Attumey is granted under and hy the authariEy of the follrn�ig resdutions adopted tiy ihe Bnards of Diredors nt earh of the Companies, which resolutians are now in fuli for�e and eHed, reading as tolbws: REROLVE[3, Ehai the Chairman, the Pres'sdeni, any Vice Chairtnan, any �xeculive Vioe Pres'sdent, any Senior V'� Presider�t, any Vice Presidenl, any 5ecnnd Vice President, the 7reasurer, any Assistant Treasurer, the Carporate Secretary ar any Assistan! Secretary may appoint Ak#orneys-in-Fact and Agents lo ac! for and nn behaiF nf tfie Carrq�any and may give such appoiniee such au[harity as his vr her certifieale of authority may prescribe ta sign with Ihe Campan�s name and seal with the Compar►ys seal bonds, recagnizances, cantracYs of indemnity, and oiher writings ahligatory in !he nature nf a bflnd, recognixance, nr condit9anal undertaking, and a�y ot said nff�oers or the Board of �irectors at any time rrsay remove any such appaintee and rerroke the power gi�en him or her; and it is FURTHER RESQLVF�, ihat the Chairman, the Presider�t, any Vice Chairman, any Executi�e Vi�e PresideM, any 5eniax Vice Preside�t or any V'� �resicieni may delegate all ar any part of the faregaing authority ia one ur mare officers or employees of this Company, prfl�ided that each such delegation is in writing and a capy tliereof is filed 'sn the office ai tha Secretary; and it is FURTFt�R R�S�LVE�, that any 6and, Feoognizanoe, cuntrect of indemnity, ar wrsting anligatnry in the nalure uf a bond, reoognixar+ce, ar conditional undertaking shafl be daiid and 6inding upon the CvmpsnY when {a] signed hy the President, any Vice Chairman, any �xecutive Vice President, any 5enior IIFoe President or any Vice Prssident, any Secnnd Vice Prasident, the Treasurer, arty f�ssistant Freasurer, the Corparate 5ecrelary or any Assistant Secrafary and duly attested and sealed urRh Ihe Compan�s sea! hy a 5ecretary or Assistant 5ecretary; ar (h] duly executed �under sesl, if required] try one or more Attorneys-in-Fact and Agenls pursuanl lo the power prescri6ed in his nr her certifipie ar their certificates af authorily or by one ar mare Company afficers pursusnt tp a writfen delegatlpn of author+[y; and it is FilRiFfER RE50LVEQ, that the sgnature of ea�h af the foAowing offcers: Pnesident, arry Executive Vioe President, any Seninr Vice Presidert[, any Vice Presldent, any Assislant V�ce President, any Seaetary, any Rss�stanl Ssoretary, and the seal v( ttse Company may be affixed h}r #acsim�le ta any Pawer af Attnrney Qr ta any certificate relating thereto appointing Resident Vice PresidenTs, Resident Rssistant 5eaelaries or Altomeys-in- Fact for purposes only af executing and attesting dands and undertakings and oli�er wriiings ohligatary in the nature thereaf, and any such Pnwer of Attamey ar certif+cale hesring such facsimife signatuse ar farairrrile seal shall f�e �alid and binding upvn the Cnmpany and any such pmver so executed and �Rified by such Tacsimile signature and farsimile seal shall be vaf�d ar�d ainding on tlre Company in [t�e future wRh respect [o any Gond or understanding ta which it is attached. 1, 3(e�ln E. Hughes, Ehe unde�signed, Assislan! Secretary af each of the Companies, Qo hereby certify lhat !he above and foregaing is a lrue and aarrect coryy of the Power vf Aktnrney executed by said Companles, wtiic� remains in #ull force antf effecl. �� 17ale,d lhis v�P.111•,�lay of ]une � �p25 • � pnw-l�r,'�" - ��µ,.,*a� ,AFl�E . �� :r �7 �. � *� :: - � , F�ia�� ;�, t � �' ea.cuee • ' [yl' `i y •� + `1��+_� y�f `�+� � � � . �� � .• �. . Gcf �', ! " J..r� Kevin �. liugties, Assr�tarrt Seaetary ' ''� '� To trerfly the �uthentiaity �f this PnwerofA[tar►reY. Please rall us at 1-BQO-q2i-398Q. Piease r�e{' to d�e abo�e-named A[tarney(s)-Iri-�'actand the detafls of the bond to rvhlth [hIs Powerof Attarney Is attached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�-� PAYMFVTBDtip Yagc 2 of 3 1 This bond is madc: and cx�cut�.•d sn rompliancc with [hc prv�-is�ons of Chapter i?53 qFthe 2 Tcxas Gvvcmmcnt Codc, as funendcd, and aiF iiabilitirs nn this hond shali bc dctcrmincd in 3 atcordancc with thc pra�7si�s af said statute. a !N wITNF:55 WHE�tE�F, thc Principal and Su.rcty iia►�r cach SIGNED and SEALEO S this instr�ur�cnt by duly au�horixcd agenis ztnd ❑f�iccrs vn thi� thc 3flfh day af 6 June . 20 25 , 7 AT7'ES`t: � P�� � -. rm pd1� 5e�retary �. ��� ln��� .��.��� �zl�tcss a�s ta P�itscipal �'.� ATTEST: �, � �Surc`ry�ecrrtary S 9 !0 il ]2 13 14 � _„�. '. f'`Z W itncss as to.S�et�'�r �Ri MCf P.'�L: Mvra Con�tr�' lnc. � � � �- IIY:�� ~ -� �— _ ' ure ,. er. CFO Namc and TiF3c Address- 4131 Pg�ry Street irving, TX 750E� SLIRETY: 5v�ti� �3e Grarn�rate 5Q1utiDRS Amenca Insurance GaiparaUon ` � � BY:'� . �y� Signaturc Dehra Lee_ Moa�, Attpr�se►f-�n-Fact ?tiame and 1'itic Addre�s: 120D Main St Suite $p� Kansas City, MO fi4105 ��cicphonc Num6�r: [Bi5] 235-3700 Notc: lf signcd by an atTiccr oF chc Sur��y, ti�cr� muyt �c �n filc a ccrtificc3 cxtract From the bylaws slyawing thal lt�is gcrsvn has autharity lo sign such ahligation. If Surciy's physicF►1 adciress is diffcrent from its mailing address, hoth mus� bc provid�d. The date of t�e band sha11 oot 6c prior tv thc datc thc Cunrra�t is Awarded. ENI] OF SECTIO� � crr�v a� r�a�r waR7� Quik'inp Yo. i�77 STA�►'DNtD CITY COtiAITtD�S C1F Vf:t�7FFN �►VkARAk71 PRqli=['i'S �ity �rejec[ ��e. ��i�� Reviasd J�a+nry 31. ZI112 oa �x is -s PAYI�IT 90i�D P�e 3 at3 ATY P� �o�T waarrx a�ss�a r�. i� s�rwt+n�a ca�rr aor�ma►as — n�ver.�r�e �w►uenr� �tbi� �i P� �i0. ��2I9, xw��ea r.�r as. mix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�IlG214-3 .LiA4'+Tf:.'+A?�'CE H[lI+�R !'sgt 3 nf 3 1 7 I�' WITIVESS WHERE(?F, the Prinripa! and t.�c 5urcty have ca�h �1GNEI] and SEAi.�I3 this instrumcnt 6y duly authorired agcnts an�i �iFiccrs on tfais tt�r 30tn __ da}� ��#� 3 �,lurse , 2D 25 . 4 5 � 7 S 9 10 li 12 13 14 i5 16 17 18 19 io 2� Z2 23 24 2S 26 27 28 29 3D 31 3� 33 34 35 3b 37 38 39 4[} 4l 42 A . � �` _ �rinE3�ai} �ry-�--� �' ,:,r-,� �1� -�.,�. - Y�� CSS i0 Pi1i1C1� ATfEST: � �_. [Surctyl Se�rctarY � e�re �'� A(Ll\C1PAL: Mora Construction, inc / �� �� � BY: ]�� ` ig aturc/ � t f Srett �esibetier. CF� �'arnc and Titic Address_ 1131 Perr� Sireet irving, f}[ 75�6� s�K�'r�: Swiss Fie Cor�3�Sol�,�tions Am�rica ]ns►xance Carooratinn �� t � ����a�� 5i�naturc _ �_ _ Debra Lee Moon Attorne,Y-tn-�a�t___ Nx�nc and I'riic Addrras: 12�0 Main St Surfe 800 Itansas Cifv. M� S49�a 'I'eleph�rse tiumbi:r: [81fij 235-3T� '"Note: If signc� by an af5cei vf the 5urrty �ompany, th�rc tnust he on file a aeriifed ex�act £rom thc by-ls►tis shnwing that this person has authority ta sign such ubligation If 5urcty's �isysicai address is differcnt fmm it� �nailing address, ianth must b� prv►�ided. Ihc daic af tiie bo�d s�all nat hc prinr to thc datc thc Contrac� is awardrd. GIT� Vl' 1'OitT WOR7'3�1 Quik inp tio. 1877 5]'AivDARD CffY LOtiiJ3l'f0\5 -�i:YL•LdPi:R AWRR�k.L7 PR[)3k-["1 S C�►y P��a �'�. lfi6:�._�J Rc►�i�cd Iwiwiy 31, 2612 . - . . �� ... 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T1N� HllNQR�U Ir�LL14�1 t2D[3,OQ��DDO,OOI DL3LlARS �K1no�d �•� ��e�a br �n� �der.�,a � n� ���s�• rr�er�,..a�a�a� s,� a�as er � •���sit��+wds�wa . ,,•,....:,•����a.�d���saa� m:i,�aw�c�r+��r4r�u , ����a����b+ ia. w1i. . .r . • ' �.��P''f� 4�.� Br�idr�.+e�3r1� �'t�v'�eRealor Vicc P�d�4 a9( ykx.����'�qd �� A Ot � ��'S�+ �k � ���t�� � P�b,xa� of A�r ��a tlK��ca�ay��ea�ia.r� a� i� � �' lNmra�r� - �IfdTa��e C� baodr,, i �.,.: ,..,,,, �d wl1 mo�ds otruidq�� md d�t�each ar a� oltl�dm bereby is md�wimd m�1 �3R' h-�; r/, . ol�nr��Pio�we� ttwlaey iad�.towGK� 1�+ein �q scal af th� Co�a�ration: �rid "+t � _ . �jf 5� . ?, c �, . �-: � �. . .- �# �per� se+a�ors �erk�a le�rnqe!s f1 �. . , : � , � � �la IEe.Cor�►�neEpl� Rtrpier�nsprrMerCbr�erw�fue ., , , _ . .. Np1pe�'1 i=��ae �pat�a •��i►FtD. tl�st the si�itsue af� a'!ll�ers sad �qs¢d of tl�e C�dr�i�a aaeyi bs q�ixed tci+�q: mdi A�rra aG ►kl�or�a i''I'�f; ;•�i�iQ � Aec{irrq� � ap�r ��ol�y Qae��k.6r�lag�wch �eiign�tiiFe�wr }�e3i�n�q?a�� .$�,yvhea m a�!"uied ss�¢a+ 11�,��wp bo�d.nad�t�ric� ar�aeract oP�aar�sv `w�� �t is�.: , �r �• d ��r. k� fi , � �,�'' • , � S a� - ��-rr � ��wr��sa�w/�� � �:�.:-� �� 5: � i� � � �' .'�""'rt "�G • . , ".� �� � -� � � � � v�..�.�.. _ � ' �ia,�t�[r�s��;:s�u�, sxc��a.rwr�e r���uaa�a�,�o��ia �.aa�'�usb a��aa�1F '�4�'��n^� ��1L � � � . . � � p ��# -� ,{/� p�t 91` r t��s�'9a�ior W�e 74a�dl4e oi��aad � Scanot Vkt Prcpd�au a�.� ,�,� o� PCSPI� ��o�s,T+r�idan��}t� p�1�Y.'jrnn'r"� ta.rn� be p l� me da� stiam,•�dmorrlo0,�d � �,� d�m��eY ia al�aer� OE rwi admdwin�od swid.' �o hr t6e w�7 �'aod �d,d' s� � .��� ' sp�, � ,�s ,,:,' • • ' z Nont]' � +I �, � d� a� .�� �e ��.� .aa s�cse�c �a w� �o��a�n .eM.t'i�:�:�al.. �sc �i {r � j cdlA�spmy�f.d.,,e�y��__v_e_h�b�y�r .�,yS�RC..S,..A..1.Cya.�o�dys�R/CyySyP�l�C md w11G.. �vldch is3p11 �il�tr�d eJ�a. • �sr�-�, S Y' { ] ��` � � �iM�" �1WiYf !�Ir�ti'uV(�`.��JI�S�� _ Wi� �� _ .. �+ � 4 %~ . � � , � ' ��~ ~��T { � . a y � ..:��, � •i— �.�``;`� � � _ > � �irw�irr�� ��8• �''� , �,,� t ,�. . i:�, 11p r. h�aFt�epPCh�r Q!b�C3J1lC r� �r+ "� ..t F ' � �iul�iAa6et.lb.3D�'' � SItL.'SHC�aad W1C ' .� • * � '"''� • ` f � �� i L . r.� �• ��� �' rrva'�" �' ' _ ..-..4. ..- -r_— w_L_S '__ _..�niq.i�_ .' ' w� ' ' ti � ]� :. ; � '.� .. . , ' • _ _ _ : " ' "'�'Z-'__' " ��j�.�rt�f! ��` �-ra F � 4 * ��� . . - - 4 .. L i _ •..» • ...�... ' ' . . . • - �' . - f, - I�,li� : . ►� ► i Y F�` �� LD Ot1(8lil IT�DI'II33� 00' 1Y18�,E 3 CO�IIp�H1IIt: You may cawad thc Snrety CVims Departmeat at 1-$Ifr�3�3702 You m�zy cail 8+� Re C'.u�paratc Solnt�ou�s Ame#tn I.,� �. � �.... C.o�par�On ar Swha Re Cv�t� �d�a Ps�emier Insur�ce Carpo�on far infarmatiat cx ta maice a r�nglaiat at� 1�I�rYi�r37[1� You may sisa we� bo Swias Re Corporat+e Solutians Ameria i�mr�►aae C.oarpor�ion or Sw�� Re Corparxte Sd�aas Pr�emier �araaoe Corpo�xxtioa� ai #�e Sollvwing add�e�: lZpl MtTm Str�ed, S�ditt S�i1 IC�ln�s L�ty, MU 641Q5 Ya� mgy ca� tbe Teaws Dep�rtmeat af Iasnriuice to obtain '.. � t., .. �, ..' on on oa�mps�ies�, ca►rn�age�, rig�ts ar cuaa��lain�a �t: 1- � '�3439 You mny v�xi�e the Tes,� II:, ,.... _, t of Insnrance: P.U. Sax 149�t14 Amt:�m, TX 787149ID4 �: ��i=y �s�iTrx wae: r�tv� ou cr�um n�ru�rBs: SI� you he�+s x disp� �S Y�' P���n or B�Oilt � Ci�1t� ]�Ci[! d�OIIW �1"St CO41t8C[ i�1C �� R,C Co�r�poa�te Soi�Na�� Ametici Insnrance C�poar+ttioa � 3wbs R,� Cor�wrate Solrttios� � Iw�ur�ae� C.�o�o�n. If thn �eoG is n�t resatved, ]'� �Y aa�act t�e Texss Depsrtrne�st of iS�3TAIpCC. ATTACH'I"�S N[rI�CE Td YOYJR I"DLICY: This avtice is ica� i�Or�ion aa�y eaad does not became a p�et ar c�d.�tian n�'the attar.he� dn�au�t. : / .� ��I:i :11 : ■1�' F8i'9 O�C[1Ct I�UlIaAC1�A D pAI8 � 1!II L�L1Gj8: pqCdE CaA7�11CAI'&C C�11 SII1�C�jf (�A�1= �Ti�t a11,8IfrZ3S-3702. I ClsEcd pvcde lla� Swnaa Re Carpart#e Sv�a�wea • Amerir= Ia�arance Cnrpnrxtian o 5wis� Re Cvrpora�e 5viatlam Prrmier Insnrance Corpparatia� p�x �ion o para somn�ta uma 4euja al: 1-$IfrT34r37fl2 [lsted tambiea puede es�xxbir s� Re Corpat�te Sniatiaas Am�rica inaarance Cor�or�ttio� a Stiyi�a R,e CorporaLe Sol�t� Pr�emier inmr�nct Cnrpa�t�on al: � IZ�Q M�in Str�eet, Suite 80A K� L�ty, MU 641�t15 Puadc escx�bir al D�ta de Seg�s tEe T� p�ra ahtma iafo�rflecio�n ar.crca de cainpnnis�a, oobrlturas. darechos o cNcjns al: I- 5�0�-T.5�3434 1'uedc esciziair a� D�ta de Segurw ck T�s: P.U. �ax 1491.04 Auatin, TX 7$'i14AID4 ��: (sxay a�s-i�i Web: � nis�r►�s sog� p�►s o w�t.�tos: s� tiene uns dis,p�ta cQisoe�deute a su prims a a un rcclama� dehe camAmir.a�se con el S�rbs R�e Cerporate So1a#nas America Insur�nce Corparstloa a$wis� Ae Carparate 5alIIfia� Premkr L��xnct Corpor�#o�a psi�na�a. 5i an se n�suel�e la dis�a, puede emonoes canasmicarse ooa d Dap�ttme�o de 5eg�ros de Texas. LINA FSTE AVIS� A SU PULLZA: Este avisa es sa�o para p�opdsito de in&u�cion y na sC con►+ert� ea pxrte o candieiaai del dacumeuto sdjuffio, CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion.................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1.Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2.Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3.Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4.Buzzsaw – City’s on-line, electronic document management and collaboration system. 5.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6.City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7.Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8.Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9.Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10.Contractor—The individual or entity with whom Developer has entered into the Agreement. 11.Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12.Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13.Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14.Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15.Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 16.Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17.General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18.Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20.Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21.Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22.Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23.Plans – See definition of Drawings. 24.Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 25.Project—The Work to be performed under the Contract Documents. 26.Project Representative—The authorized representative of the City who will be assigned to the Site. 27.Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28.Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29.Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 30.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31.Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32.Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33.Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34.Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35.Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36.Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37.Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38.Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39.Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40.Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41.Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B.Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C.Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 Contractor’s Insurance A.Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C.Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a.Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2)$250,000 Bodily Injury per person 3)$500,000 Bodily Injury per accident / 4)$100,000 Property Damage D.Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: ____________________________________________________________ Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, occupy, or touch railroad property: a. General Aggregate: _____________________________________ Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : _____________________________________ Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- None None None 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E.Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2.Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B.Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C.City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D.Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E.City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G.Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A.Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract x x 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C.Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D.Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E.Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and x 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F.Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G.Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H.Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A.To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A.Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4.Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B.Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C.Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D.Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E.Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C.City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B.Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. ! " #$$ ! ! ! % ! %! & ' ( ) * * + ,-. -/ + ,- ! 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(5 7( .. 4 * - 3 . . , , ((/ ' * * 7 -: . (" 6 ! " #$$ ! ! ! % ! %! & ' ( ) * * + ,-. -/ + ,- ! " 0112 ' . * , 34 1 5 1 1 ! 1 " # 6 $ 9 % % & 0 $ ' # 2 ( 1 ' . 7 B % ! % !=% 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer’s opinion, acceptance will require substantial revision of the original design d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor’s work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City’s representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) “By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City’s Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City’s Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City’s Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 01 33 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City’s document management system, or another form of distribution approved by the City. 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City’s Project Representative 4. Provide City’s Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City’s Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City’s established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 34 71 13 – Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 1) Allow a minimum of 5 working days for permit review. 2) Contractor’s responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor’s responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 31 25 00 – Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. C. Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer’s recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer’s recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City’s Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City’s Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers’ unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City’s Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City’s Project Representative. 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor’s operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor’s personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor’s operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor’s operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor’s operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Specified Remobilization” in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Emergency Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application !"#$ %#& ' ( ) * #+, % - .+ / 0 1 ! 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L 55 5 ( L 55 5 / 36+ 44 %6L 55 5 /8 & #%D 6+ % +# 3L 35 55 5 / ,6+ : + %+"&/ < < ' ? 3 : ; 5 EB4" + I+FL % ;#6 5 : 6"% : 3+ 35 & ,: 3+ 6 .+# 36 % 36+%".+# 3 + $#3 35 6 <"#4+ "%; ,L 55 5 % % 3. + 6 4 .+# 3 . :&4# 3. ?#+= 82L % ;#6 5 .+# 3 35 4 6 "+ 6"B:#++ 4 % 9"#% : 3+6L 55 5 .. &+ B4 5 &+= !"#$ %#& ' ( ) * #+, % - .+ / 0 1 : 6"% : 3+ .%#+ %# L % ;#6 5 4#6+ #+ :6 % 9"#%#3 6 B"#4+ 6"%; , E5"%#3 F 35 E + %F . 36+%".+# 3L 35 % ;#6 5 .. &+ B4 5# #+ 4 6"%; , #4 %: + 01 71 23 - 1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City’s Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor’s responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor’s neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor’s responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet 01 71 23 - 3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor’s use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City’s Project Representative. 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor’s Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 ½ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer’s printed data, or neatly typewritten 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City’s Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 33 01 30 - 1 SEWER AND MANHOLE TESTING Page 1 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 SECTION 33 01 30 1 SEWER AND MANHOLE TESTING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Testing for sanitary sewer pipe and manholes prior to placing in s ervice 6 a. Low Pressure Air Test and Deflection (Mandrel) Test 7 1) Excludes pipe with flow 8 2) Hydrostatic Testing is not allowed. 9 b. Vacuum Testing for sanitary sewer manholes 10 2. Before any newly constructed sanitary sewer pipe and manholes are placed into 11 service it shall be cleaned and tested. 12 3. Pipe testing will include low pressure air test for 60-inch pipe and smaller. 13 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 14 5. Pipe testing will include deflection (mandrel) test for pipe. 15 6. Hydrostatic testing is not allowed. 16 7. Manhole testing will include vacuum test. 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the 21 Contract 22 2. Division 1 – General Requirements 23 3. Section 03 80 00 – Modifications to Existing Concrete Structures 24 4. Section 33 04 50 – Cleaning of Sewer Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Pipe Testing 28 a. Measurement 29 1) This Item is considered subsidiary to the sanitary sewer main (pipe) 30 completed in place. 31 b. Payment 32 1) The work performed and the materials furnishing in accordance with this 33 Item are subsidiary to the unit price bid per linear foot of s anitary sewer main 34 (pipe) complete in place, and no other compensation will be allowed. 35 2. Manhole Testing 36 a. Measurement 37 1) Measurement for testing manholes shall be per each vacuum test. 38 b. Payment 39 QuikTrip 1877 City Project No. 106229 33 01 30 - 2 SEWER AND MANHOLE TESTING Page 2 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1) The work performed and the materials furnished in accordance with this 1 Item shall be paid for at the unit price bid per each vacuum test completed. 2 c. The price bid shall include: 3 1) Mobilization 4 2) Plugs 5 3) Clean-up 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 01 33 00. 10 B. All submittals shall be approved by the City prior to delivery. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS 13 A. Test and Evaluation Reports 14 1. All test reports generated during testing (pass and fail) 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Certifications 18 1. Mandrel Equipment 19 a. If requested by City, provide Quality Assurance certification that the equipment 20 used has been designed and manufactured in accordance to the required 21 specifications. 22 2. Joint Testing 23 a. Testing Service - Engage a qualified independent testing agency to perform 24 joint evaluation tests 25 b. Equipment - If requested by City, provide Quality Assurance certification that 26 the equipment used has been designed and manufactured in accordance to the 27 required specifications. 28 QuikTrip 1877 City Project No. 106229 33 01 30 - 3 SEWER AND MANHOLE TESTING Page 3 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Low Pressure Air Test (Pipe 60 inch and smaller) 9 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 10 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. 11 B. Low Pressure Joint Air Test (Pipe 27 inch or larger) 12 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 13 2. Assemble individual joint tester over each joint from within the pipe. 14 C. Deflection (mandrel) test (Pipe) 15 1. Perform as last work item before final inspection. 16 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 17 3. Materials 18 a. Mandrel used for deflection test 19 1) Use of an uncertified mandrel or a mandrel altered or modified after 20 certification will invalidate the deflection test. 21 2) Mandrel requirements 22 a) Odd number of legs with 9 legs minimum 23 b) Effective length not less than its nominal diameter 24 c) Fabricated of rigid and nonadjustable steel 25 d) Fitted with pulling rings and each end 26 e) Stamped or engraved on some segment other than a runner indicating 27 the following: 28 (1) Pipe material specification 29 (2) Nominal size 30 (3) Mandrel outside diameter (OD) 31 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. 32 g) Mandrel equipment shall be suitable for the pipe material to prevent 33 damage to the pipe. Consult manufacturer for appropriate mandrel 34 equipment. 35 D. Vacuum test (Manhole) 36 1. Plug lifting holes and exterior joints. 37 2. Plug pipes and stubouts entering the manhole. 38 QuikTrip 1877 City Project No. 106229 33 01 30 - 4 SEWER AND MANHOLE TESTING Page 4 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum 1 is drawn. 2 4. Plug pipes with drop connections beyond drop. 3 5. Place test head inside the frame at the top of the manhole. 4 3.4 INSTALLATION 5 A. Low pressure air test (Pipe 60” Inch and Smaller) 6 1. Install plug with inlet tap. 7 2. Connect air hose to inlet tap and a portable air control source. 8 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 9 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 10 psig. Minimum permissible pressure holding time per diameter per length of pipe 11 is computed from the following equation: 12 13 T = (0.0850*D*K) 14 Q 15 Where: 16 T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig 17 K = 0.000419*D*L, but not less than 1.0 18 D = nominal pipe diameter, inches 19 L = length of pipe being tested (by pipe size), feet 20 Q = 0.0015, cubic feet per minute per square foot of internal surface 21 5. UNI-B-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch 22 through 60-inch based on the equation above. 23 24 UNI-B-6, Table 1 25 Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe 26 indicated for q = 0.0015 27 1 2 3 4 Pipe Diameter (in.) Minimum Time (min: sec} Length for Minimum Time (ft) Time for Longer Length (sec) 100ft 150ft 200ft 250ft 300ft 350ft 400ft 450ft 4 3:46 597 .380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 .854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38:00 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42:00 31:09:00 35:36:00 40:04:00 18 17:00 133 7.692 L 17:00 19:13 25:38:00 32:03:00 38:27:00 44:52:00 51:16:00 57:41:00 21 19:50 114 10.470 L 19:50 26:10:00 34:54:00 43:37:00 52:21:00 61:00:00 69:48:00 78:31:00 24 22:40 99 13.674 L 22:47 34:11:00 45:34:00 56:58:00 68:22:00 79:46:00 91:10:00 102:33:00 27 25:30:00 88 17.306 L 28:51:00 43:16:00 57:41:00 72:07:00 86:32:00 100:57:00 115:22:00 129:48:00 30 28:20:00 80 21.366 L 35:37:00 53:25:00 71:13:00 89:02:00 106:50:00 124:38:00 142:26:00 160:15:00 33 31:10:00 72 25.852 L 43:05:00 64:38:00 86:10:00 107:43:00 129:16:00 150:43:00 172:21:00 193:53:00 36 34:00:00 66 30.768 L 51:17:00 76:55:00 102:34:00 128:12:00 153:50:00 179:29:00 205:07:00 230:46:00 42 39:48:00 57 41.883L 69:48:00 104:42:00 139:37:00 174:30:00 209:24:00 244:19:00 279:13:00 314:07:00 48 45:34:00 50 54.705 L 91:10:00 136:45:00 182:21:00 227:55:00 273:31:00 319:06:00 364:42:00 410:17:00 54 51:02:00 44 69.236 L 115:24:00 173:05:00 230:47:00 288:29:00 346:11:00 403:53:00 461:34:00 519:16:00 60 56:40:00 40 85.476 L 142:28:00 213:41:00 284:55:00 356:09:00 427:23:00 498:37:00 569:50:00 641:04:00 Specification Time for Length (L) Shown (min:sec) 28 29 QuikTrip 1877 City Project No. 106229 33 01 30 - 5 SEWER AND MANHOLE TESTING Page 5 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1 6. Stop test if no pressure loss has occurred during the first 25 percent of the 2 calculated testing time. 3 B. Low pressure joint air test (27 Inch or larger pipe) 4 1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM 5 C1103 as follows: 6 2. Equipment shall be the product of manufacturers having more than five years of 7 regular production of successful joint testers. Joint tester shall be as manufactured 8 by Cherne Industrial, Inc., of Edina, Minnesota, or approved equal. 9 3. Follow equipment manufacturer's recommendations when performing tests; only 10 experienced technicians shall perform tests. 11 4. The testing equipment shall be assembled and positioned over the center of the pipe 12 joint and the end element tubes inflated to a maximum of 25 psi. 13 5. Pressurize the center joint test area to 4.0 psig and allow the temperature and 14 pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to 15 testing. 16 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the 17 pressure from 3.5 psig to 2.5 psig. 18 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig 19 is greater than 10 seconds. 20 C. Deflection (mandrel) test (Pipe) 21 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to 22 ensure that maximum allowable deflection is not exceeded. 23 2. Maximum percent deflection by pipe size is as follows: 24 25 Nominal Pipe Size Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 26 D. Vacuum test (Manhole) 27 1. Test manhole prior to coating with epoxy or other material. 28 2. Draw a vacuum of 10 inches of mercury and turn off the pump. 29 3. With the valve closed, read the level vacuum level after the required test time. 30 4. Minimum time required for vacuum drop of 1 inch of mercury is as follows: 31 32 QuikTrip 1877 City Project No. 106229 33 01 30 - 6 SEWER AND MANHOLE TESTING Page 6 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1 2 Depth of Manhole, feet 4-foot Dia Seconds 5-foot Dia Seconds 6-foot Dia Seconds 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** T=5 T=6.5 T=8 ** For manholes over 18 feet deep, add “T” seconds as shown for each respective 3 diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot 4 depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70 5 seconds. 40+6(5)=70 seconds) 6 7 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 8 failed the test. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD QUALITY CONTROL 12 A. Non-Conforming Work 13 1. Low pressure air test (Pipe 60 Inch and smaller) 14 a. Should the air test fail, find and repair leak(s) and retest. 15 2. Low pressure joint air test (Pipe 27 inch or larger) 16 a. 100 percent of all joints shall be field tested, prior to the placement of backfill 17 over the spring line of the pipe, after the pipe has been substantially locked in to 18 place by embedment. If the pipe does not pass the field air test, the joint will be 19 pulled and refitted or rejected and removed from the project. After full 20 placement of backfill and proper compaction, 100% of all joints w ill be tested 21 again, as the installation progresses. At no time shall pipe installation exceed 22 300 feet beyond the last joint tested. 23 b. No more than 2 percent of the total number of joints failing to meet the 24 requirements of this test shall be field repaired by joint grout injection, or band 25 clamps, or other method. Any joints over 2% requiring field repairs shall be 26 rejected and removed from the project site. Rejected pipe s hall be removed 27 from the project. Installation shall be stopped until defective joints are repaired 28 or replaced. 29 3. Should Deflection (mandrel) test (Pipe) 30 a. Should the mandrel fail to pass, the pipe is considered overdeflected. 31 b. Uncover overdeflected pipe. Reinstall if not damaged. 32 c. If damaged, remove and replace. 33 4. Vacuum test (Manhole) 34 QuikTrip 1877 City Project No. 106229 33 01 30 - 7 SEWER AND MANHOLE TESTING Page 7 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 a. Should the vacuum test fail, repair suspect area and retest. 1 1) External repairs required for leaks at pipe connection to manhole. 2 a) Shall be in accordance with Section 03 80 00. 3 2) Leaks within the manhole structure may be repaired internally or 4 externally. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE 8/10/2018 W. Norwood 3.4.D Require testing prior to coating manholes 9/7/2018 W. Norwood 3.3, A&B, Add individual joint testing option for 27 inch and larger with independent testing. 3.4.A Include UNI-B-6, Table 1 for low pressure air test 4.4.B Include individual joint testing requirements 15 QuikTrip 1877 City Project No. 106229 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" to 84" I.D. 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast (Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poopit) For use when Std. MH cannot be installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious * E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 *FromOriginalStandardProductsList 1 33 05 17 - 1 CONCRETE COLLARS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 SECTION 33 05 17 1 CONCRETE COLLARS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Concrete Collars for Manholes 6 2. Concrete Collars for Valves 7 3. These Items are intended for use in asphalt streets and unimproved areas – not for 8 use in concrete streets. 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 – General Requirements 15 3. Section 03 30 00 – Cast-In-Place Concrete 16 4. Section 03 80 00 – Modifications to Existing Concrete Structures 17 5. Section 33 05 13 – Frame, Cover, and Grade Rings 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Manhole 21 a. Measurement 22 1) Measurement for this Item shall be per each. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the unit price bid per each “Concrete Collar for 26 Manhole” installed. 27 c. The price bid will include: 28 1) Concrete Collar 29 2) Excavation 30 3) Forms 31 4) Reinforcing steel (if required) 32 5) Concrete 33 6) Backfill 34 7) Pavement removal 35 8) Hauling 36 9) Disposal of excess material 37 10) Placement and compaction of backfill 38 11) Clean-up 39 12) Additional pavement around perimeter of concrete collar as required for 40 rim adjustment on existing manhole. 41 QuikTrip 1877 City Project No. 106229 33 05 17 - 2 CONCRETE COLLARS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 2. Valve 1 a. Measurement 2 1) Measurement for this Item shall be per each. 3 b. Payment 4 1) The work performed and the materials furnished in accordance with this 5 Item shall be paid for at the unit price bid per each “Concrete Collar for 6 Valve” installed. 7 c. The price bid will include: 8 1) Concrete Collar 9 2) Excavation 10 3) Forms 11 4) Reinforcing steel (if required) 12 5) Concrete 13 6) Backfill 14 7) Pavement removal 15 8) Hauling 16 9) Disposal of excess material 17 10) Placement and compaction of backfill 18 11) Clean-up 19 12) Additional pavement around perimeter of concrete collar as required for 20 rim adjustment on existing manhole. 21 22 QuikTrip 1877 City Project No. 106229 33 05 17 - 3 CONCRETE COLLARS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 1.3 REFERENCES 1 A. Reference Standards 2 1. Reference standards cited in this Specification refer to the current reference 3 standard published at the time of the latest revision date logged at the end of this 4 Specification, unless a date is specifically cited. 5 2. ASTM International (ASTM): 6 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 7 b. D4259, Standard Practice for Abrading Concrete. 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [OR ] OWNER-SUPPLIEDPRODUCTS [NOT USED] 19 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 20 A. Materials 21 1. Concrete – Conform to Section 03 30 00. 22 2. Reinforcing Steel – Conform to Section 03 21 00. 23 3. Frame and Cover – Conform to Section 33 05 13. 24 4. Grade Ring – Conform to Section 33 05 13. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION 30 A. Evaluation and Assessment 31 1. Verify lines and grades are in accordance to the Drawings. 32 QuikTrip 1877 City Project No. 106229 33 05 17 - 4 CONCRETE COLLARS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 3.3 PREPARATION [NOT USED] 1 3.4 INSTALLATION 2 A. Final Rim Elevation 3 1. Install concrete grade rings for height adjustment. 4 a. Construct grade ring on load bearing shoulder of manhole. 5 b. Use sealant between rings as shown on Drawings. 6 c. Sono Tube or approved equivalent may be used to perform the adjustment as 7 substitute for grade rings. 8 2. Set frame on top of manhole or grade rings using continuous water sealant o clean 9 smooth surface (when sono tube is used in lieu of grade rings, sealant is not 10 required). 11 3. Remove debris, stones and dirt to ensure a watertight seal. 12 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 13 final surface elevation of the manhole frame. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A.2 – Blue text added to clarify where concrete collars are to be installed. 3/11/2022 M Owen Added measurement and payment for “Concrete Collar for Valve” and provided option to use Sono tube or approved equal product in lieu of grade rings 27 QuikTrip 1877 City Project No. 106229 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K.Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc.Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) *33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) *33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. *33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged)Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32")ASTM A 48 30" Dia. 12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32")ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) *33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. *33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. *33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. *33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) *33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" *33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc.ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc.48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones)ASTM C 478 48" to 84" I.D. 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast (Predl Systems)48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc.Type 8 Maintenace Shaft (Poopit) For use when Std. MH cannot be installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious *E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc.Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner)Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:11-6-24 * From Original Standard Products List 1 Approval Spec No.Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:11-6-24 Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior)ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) *33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. *33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. *33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc.Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 33 05 13 Casing Spacers Raci (Completely HDPE)Per Manufacturers Requirements (Sewer Applications Only)8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) *33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C151 4" thru 30" *33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.AWWA C150, C151 *33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co.AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc.D025LTP02(Composite Body)2" Sewer - Pipes/Concrete *E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc.ASTM C 76 *E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 *E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76 *E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc.ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J.Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP)Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe Group Thompson Pipe (Flowtite)ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP)Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AWWA M45 09/03/24 33 31 13 Fiberglass Pipe (FRP)Superlit Boru Sanayi A.S.Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AWWA C950 * From Original Standard Products List 2 Approval Spec No.Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:11-6-24 Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) *High-density polyethylene pipe Phillips Driscopipe, Inc.Opticore Ductile Polyethylene Pipe ASTM D 1248 8" *High-density polyethylene pipe Plexco Inc.ASTM D 1248 8" *High-density polyethylene pipe Polly Pipe, Inc.ASTM D 1248 8" High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) *33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle)SDR-26 (PS115)ASTM D 3034 4" - 15" 12/23/97*33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115)ASTM D 3034 4" thru 15" *33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115)ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115)ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" *33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle)PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" *33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake)Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115)ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC)GPK Products, Inc.SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake)SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp.SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake)SDR 26 PS 115 ASTM F-679 18"- 36" * From Original Standard Products List 3 Approval Spec No.Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:11-6-24 Water - Appurtenances 33-12-10 (07/01/13) 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc.202B 1"-2" SVC, up to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc.#406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel)JCM Industries, Inc.415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel)Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel)Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/13) *E1-11 Combination Air Release Valve GA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A fl 1" & 2" *E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" *E1-11 Combination Air Release Valve Valve and Primer Corp.APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC)Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works)WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 Approval Spec No.Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:11-6-24 Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc.DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake)DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake)DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp.DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc.Mechanical Joint Fittings AWWA C153 & C110 *E1-07 Ductile Iron Fittings Griffin Pipe Products, Co.Mechanical Joint Fittings AWWA C 110 *E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCE AWWA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA C111 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" * From Original Standard Products List 5 Approval Spec No.Classsification Manufacturer Model No.National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:11-6-24 Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255)AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247)AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron)AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller *E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" *E1-26 Resilient Seated Gate Valve M&H 4" - 12" *E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co.Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co.Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co.AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co.16" RS GV (SD D-20995)AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co.Clow RW Valve (SD D-21652)AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co.Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" *E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) *E1-30 Rubber Seated Butterfly Valve Henry Pratt Co.AWWA C-504 24" *E1-30 Rubber Seated Butterfly Valve Mueller Co.AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co.AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp.Valmatic American Butterfly Valve.AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)AWWA C504 Butterfly Valve AWWA C-504 30"-54" 09/03/24 33 12 21 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind.Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 Water Sampling Station Kupferle Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 09/02/24 33 12 50 Water Sampling Station Mueller Water Products, Inc.Model BSS01-36-MUDG2-CSD-NL, Freeze Proof, Hasp for Locking Access Hatch This product removed Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydroguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) Yellow Highlight indicates recent changes The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water * From Original Standard Products List 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec Concrete Class A (Sidewalk, ADA Ramps, Driveways, Curb/Gutter, Median Pavement) 9/9/2022 32 13 20 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 20 Mix Design Big Town Concrete 2211 3000 psi 3-5" Slump; 3-6% Air 7/16/2025 322 13 20 Mix Design Big Town Concrete 221113 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Burnco Texas 30U101AG 3000 psi 3-5" Slump; 3-6% Air 4/1/2024 32 13 20 Mix Design Burnco Texas 30U500BG 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502021 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design City Concrete Company 30HA20II 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 250 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 20 Mix Design Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Holcim - SOR, Inc.1261 3000 psi 3-5" Slump; 3-6% Air 9/23/2024 32 13 20 Mix Design Holcim - SOR, Inc.5177 3000 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 20 Mix Design Holcim - SOR, Inc.530WA-T1 3000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Design Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2136214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6% Air 4/1/2023 32 13 20 Mix Design Martin Marietta R2136N14 3000 psi 3-5" Slump; 3-6% Air 6/1/2023 32 13 20 Mix Design Martin Marietta R2136R20 3000 psi 3-5" Slump; 3-6% Air 6/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3000 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 20 Mix Design Martin Marietta R2141K24 4000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump; 4.5-7.5% Air 5/9/2025 32 13 20 Mix Design Martin Marietta R2136R14 3000 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-NY 3000 psi 3-5" Slump; 3-6% Air 7/10/2023 32 13 20 Mix Design Osburn 30A50MR 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 20 Mix Design Rapid Redi Mix RRM5020A 3000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 20 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 20 Mix Design SRM Concrete 30850 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 20 Mix Design SRM Concrete 30350 3000 psi 3-5" Slump; 3-6% Air 10/18/2024 32 13 20 Mix Design SRM Concrete 30050 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Titan Ready Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6% Air Class CIP (Inlets, Manholes, Junction Boxes, Encasement, Blocking, Collars, (Spread Footing Pedestal Pole Foundations (Reference Detail 34 41 10-D605A) 9/9/2022 32 13 13 Mix Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3% Air 9/9/2022 32 13 13 Mix Design Burnco Texas 40U500BG 4000 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6% Air 8/4/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5020A With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air 5/7/2025 32 13 13 Mix Design Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design Holcim - SOR, Inc.1701 4000 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design Holcim - SOR, Inc.1551 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Holcim - SOR, Inc.5409 4000 psi 3-5" Slump; 3-6% Air 8/14/2025 32 13 13 Mix Design Holcim - SOR, Inc.540WA-T1 With 20% Fly Ash and 30% Slag 4000 psi 3-5" Slump; 3-6% Air 4/27/2023 32 13 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2141230 4000 psi 3-5" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 32 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 32 13 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 8/29/2025 Page 1 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 8/29/2025 9/9/2022 32 13 13 Mix Design Martin Marietta R2142233 3600 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air 9/12/2023 32 13 13 Mix Design NBR Ready Mix CLS P1-YY 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air 9/16/2024 32 13 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6% Air Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 31 41 10-D605) 9/9/2022 32 13 13 Mix Design Burnco Texas 36U500BG 3600 psi 5.5-7.5" Slump; 3-6% Air 6/21/2023 32 13 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" Slump; 3-6% Air 10/30/2024 32 13 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slump; 3-6% Air 12/5/2022 32 13 13 Mix Design Holcim - SOR, Inc.1822 3600 psi 5.5-7.5" Slump; 0-3% Air 9/9/2022 32 13 13 Mix Design Holcim - SOR, Inc.1859 4000 psi 5.5-7.5" Slump; 3-6% Air 4/7/2023 32 13 13 Mix Design Liquid Stone C361DHR 3600 psi 5.5-7.5" Slump; 3-6% Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6% Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air 5/9/2025 2 13 13 Mix Design Martin Marietta U2146R41 3600 psi 5-7" Slump; 3-6% Air 8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Slump; 3-6% Air 8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K0524 3600 psi 5.5" Slump; 3-6% Air Class C (Headwalls, Wing walls, Culverts) 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-1 3600 psi 3-5" Slump; 3-6% Air 8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6" Slump: 3-6% Air 8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4000 4000 psi 3-5" Slump; 3-6% Air 4/1/2023 32 13 13 Mix Design Martin Marietta 310LBP 3600 psi 3-5" Slump; 4-7% Air 8/30/2023 32 13 13 Mix Design Martin Marietta R2141R30 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 35022 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6% Air Class P (Machine Placed Paving) 4/3/2025 32 13 13 Mix Design Big Town Concrete 4511 3600 psi 1-3" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 4411 3600 psi 1-3" Slump; 3-6% Air 6/30/2025 32 13 13 Mix Design Big Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 52113 With 30% Slag 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi 1-3' Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 36LA2011 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi 1-3" Slump; 3-6% Air 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slump; 3-6% Air 2/6/2024 32 13 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3" Slump; 3-6% Air 5/20/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1643 3600 psi 1-3" Slump; 3-6% Air 6/20/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1629 3600 psi 1-3" Slump; 3-6% Air 7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1655 With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air 7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1670 3600 psi 1-3" Slump; 3-6% Air 5/12/2025 32 13 13 Mix Design Holcim - SOR, Inc.1703 4000 psi 1-3" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 4000 psi 1-3" Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4000 psi 1-3" Slump; 3-6% Air ...Concrete (Continues) Page 2 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 8/29/2025 5/5/2025 32 13 13 Mix Design Martin Marietta Q2141N27 4000 psi 1-3" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-NY 3600 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40068 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6% Air 9/16/2024 32 13 13 Mix Design SRM Concrete 40025 4000 psi 1-3" Slump; 3-6% Air 10/18/2024 32 13 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air 6/5/2025 32 13 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 20%With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP Straight Cement 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5% Air 6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air 6/23/2025 32 13 13 Mix Design True Grit Redi Mix 360.230M 4000 psi 1-3" Slump; 3-6% Air Class H (Hand Placed Paving, Valley Gutter) 9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6% Air 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air 7/16/2025 32 13 13 Mix Design Big Town Concrete 62113 With 30% Slag 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Burnco Texas 45U500BG 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW6520A 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 45NA20II 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/4500 psi 3-5" Slump; 4-6% Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air 5/20/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1643 4500 psi 3-5" Slump; 3-6% Air 6/20/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1629 4500 psi 3-5" Slump; 3-6% Air 7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1670 4500 psi 3-5" Slump; 3-6% Air 10/4/2024 32 13 13 Mix Design Holcim - SOR, Inc.5507 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Holcim - SOR, Inc.1851 4500 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 13 Mix Design Holcim - SOR, Inc.545WA-T1 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slump; 3-6% Air 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Slump; 3-6% Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" Slump; 3-6% Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146042 4500 psi 3-5" Slump; 3-6% Air 6/3/2025 32 13 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6% Air 7/10/2023 32 13 13 Mix Design Osburn 45A60MR 4500 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air 5/23/2025 32 13 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45850 4500 psi 3-5" Slump; 3-6% Air 10/18/2024 32 13 13 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP 20%With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP Straight Cement 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air 6/12/2025 32 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6% Air 6/23/2025 32 13 13 Mix Design True Grit Redi Mix 365.230H 4500 psi 3-5" Slump: 3-6% Air 10/9/2024 32 13 13 Mix Design Wildcatter 4520AI 4500 psi 3-5" Slump; 3-6% Air ...Concrete (Continues) Page 3 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 8/29/2025 Class HES (High Early Strength Paving) 9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-1NC 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Holcim - SOR, Inc.2125 5000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix Design Liquid Stone C451DHR-A 4500 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi @ 24hr.3-5" Slump; 3-6% Air 2/10/2023 32 13 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air Class S (Bridge Slabs, Top Slabs of Direct Traffic Culverts, Approach Slabs) 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6" Slump; 3-6% Air 5/3/2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5% Air 4/1/2023 32 13 13 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air 8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-YY 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 5/5/2023 32 13 13 Mix Design SRM Concrete D100008553CB 4000 psi 3-5" Slump; 3-6% Air Concrete Base Trench Repair 4/1/2023 03 34 16 Mix Design Burnco Texas 10YH50BF 1000 psi Flowable; 8.5-11.5% Air 9/9/2022 03 34 16 Mix Design Burnco Texas 08Y450BA 800 psi 5-7" Slump; 3-6% Air Controlled Low Strength Material (Flowable Fill) 2/7/2025 03 34 13 Mix Design Burnco Texas 01Y690BF 100 psi Flowable; 9.5-11.5% Air 5/19/2025 03 34 13 Mix Design Burnco Texas 01Z180AF 100 psi Flowable; 9.5-11.5% Air 9/9/2022 03 34 13 Mix Design Carder Concrete FWCC359101 50-150 psi 3-5" Slump; 8-12% Air 9/9/2022 03 34 13 Mix Design Carder Concrete FWFF237501 50-150 psi Flowable; 8.5-11.5% Air 8/4/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0% Air 9/9/2022 03 34 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12% Air 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix Mix# 9 70 psi 7-9" Slump; 8-11% Air 5/12/2025 03 34 13 Mix Design Holcim - SOR, Inc.3741 100 psi Flowable; 12.0-24.0% Air 8/4/2025 03 34 13 Mix Design Holcim - SOR, Inc.901 100 psi 9-11" Slump; 10-30% Air 03 34 13 Mix Design Holcim - SOR, Inc.904 150 psi 9-11" Slump; 10-30% Air 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air 2/7/2025 03 34 13 Mix Design SRM Concrete 910 150 psi Flowable; 8-12% Air 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable; 8-12% Air Concrete Rip Rap 4/1/2023 31 37 00 Mix Design Martin Marietta R2141030 4000 psi 3-5" Slump; 3-6% Air 4/1/2023 31 37 00 Mix Design Martin Marietta R2146033 4000 psi 3-5" Slump; 3-6% Air Asphalt Paving 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 FT1B139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 FT1B117.2 PG64-22 Type B Fine Base 5/1/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B 1612B PG64-22 Type B Fine Base 4/4/2025 32 12 16 Mix Design Reynolds Asphalt 2315B 2315B PG64-22 Type B Fine Base 12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757)211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface 4/1/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface Detectable Warning Surface 9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC)Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX)Detectable Warning Pavers 9/9/2022 32 13 20 DWS - Composite Armor Tile 9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA)Heritage Brick CIP Composite Paver 4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA)Detectable Warning Pavers ...Concrete (Continues) Page 4 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 8/29/2025 Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Tremco 900SL 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Pecora 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Crafco RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 MHRC #220605 (Size - **24" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry NF-1743-LM (Hinged)NF-1743-LM (Hinged) (Size - 32" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 NF-1930-30 (Size - 32.25" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry R-1743-HV R-1743-HV (Size - 32" Dia.)ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2279ST 2279ST (Size - 24" Dia.)ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2280ST 2280ST (Size - 32" Dia.)ASTM A48 AASHTO M306 10/8/2020 33 05 13 Manhole Frames and CoversEJ ( Formally East Jordan Iron Works)EJ1033 Z2/A EJ1033 Z2/A (Size - 32.25" Dia.)ASTM A536 AASHTO M306 3/8/2024 33 05 13 Curb Inlet Covers SIP Industries ++2296T 2296T (Size - ***24" Dia.)ASTM A48 AASHTO M306 6/18/2024 33 05 13 Curb Inlet Covers SIP Industries ++2279STN 2279STN (Size - 24" Dia.)ASTM A48 AASHTO M306 Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-405-PRECAST** (Size - 10' X 3')ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-406-PRECAST** (Size - 10' X 3')ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-407-PRECAST** (Size - 10' X 4.5')ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-420-PRECAST** (Size - 10' X 4.5')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** (Size - 10' X 3')ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6')ASTM 615 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')ASTM C433 **Note: All new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Page 5 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 8/29/2025 8/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4')ASTM C913 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5')ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB)ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of 6' JB)ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB)ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the top of RCB)ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 10x3 Precast** (Size 10' x 3')ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 15x3 Precast** (Size 15' x 3')ASTM C913 Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")ASTM F2881 & AASHTO M330 8/28/2023 33 41 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)ASTM C76, C655 8/28/2023 33 41 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various)ASTM C789, C850 10/12/2023 33 41 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506 10/12/2023 34 41 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various))ASTM C1433,C1577 10/18/2023 35 41 10 Storm Drain Pipes The Turner Co.Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506 10/18/2023 33 41 10 Culvert Box The Turner Co.Reinforced Concrete Box Culvert (size - Various)ASTM C1433,C1577 4/12/2024 33 41 10 Storm Drain Pipes Thompson Pipe Group Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506 6/25/2024 33 41 10 Culvert Box Oldcastle Reinforced Concrete Box Culvert ASTM C1433,C1577 6/25/2024 33 41 10 Storm Drain Pipes Oldcastle Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506 (4-5-2025) 03 34 13 CLSM specification ….Storm Sewer - Inlet & Structures Continues (1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (4-3-2025) Bigtown Concrete updated Mix ID's **Note: Pre-cast inlets are approved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in-place. No exceptions to this requirement shall be allowed. Revision Comments Page 6 of 6