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Contract 51375
CITY 8ECRETARY COPJI'FZACTNO. Sf FoRTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Lake Worth Dam Improvements City Project No. 100543 Betsy Price David Cooke Mayor City Manager Chris Harder, P.E. Acting Water Director Prepared for The City of Fort Worth Water Department April 2018 THE SEAL THAT ORIGINALLY APPEARED ON THIS DOCUMENT WAS AUTHORIZED BY JANIS C. MURPHY, P.E.,TEXAS NO. 61882 ON April 17, 2018. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. Prepared by: Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144 4055 International Plaza, Suite 200 OFFICIAL RECORD Fort Worth, Texas 76109 CITY SECrE—TPfjy r�NICNOLS .WCRT�'TX FTW 16591 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 8/14/2018 - Ordinance No. 23316-08-2018 DATE: Tuesday, August 14, 2018 REFERENCE NO.: **C-28794 LOG NAME: 60LWREHAB-WELCH EXCAV AND UTIL COMPANY SUBJECT: Authorize Execution of a Construction Contract with Welch Excavation and Utility Company, Inc. for the Lake Worth Dam Rehabilitation and Improvements in the Amount of$363,960.00 and Adopt Appropriation Ordinance (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing the appropriation in the amount of $404,464.00 in the Water and Sewer Capital Fund for rehabilitation and improvements for the Lake Worth Dam; and 2. Authorize execution of a contract with Welch Excavation and Utility Company, Inc., for the Lake Worth Dam Rehabilitation and Improvements in the amount of$363,960.00 (City Project No. 100543). DISCUSSION: The Lake Worth Dam is owned by the City of Fort Worth (City) and regulated by the Texas Commission on Environmental Quality's (TCEQ) dam classification system. The City and TCEQ staff conducts regularly scheduled inspections of this dam. Recommendations from these inspections may include changes to standard operating and monitoring procedures, updates or modifications to maintenance practices, or recommended rehabilitation work to preserve the life of the dam structure. On December 6, 2016 (M&C C-28011),the City Council authorized an Engineering Agreement with Freese and Nichols, Inc. for preparation of contract documents for the Lake Worth Dam Rehabilitation and Improvements. As part of this Construction Contract, Welch Excavation and Utility Company, Inc.,will conduct slope restoration, clear the spillway underdrain piping system, provide a new manhole drain improvements and weir box for measurement purposes, rehabilitate concrete spall, and repair cracks to the spillway structure. The Project was advertised on April 19, 2018 and April 26, 2018, in the Fort Worth Star-Telegram. On June 7, 2018,the following bids were received. BIDDER IFBID AMOUNTI CONTRACT Welch Excavation and Utility Company 1$363,960.00 11180 Calendar Days C. Green Scaping 1$538,110.00 In addition to the contract amount, $20,504.00 is required for project management and inspection cost.An additional $20,000.00 is provided for project contingencies. http://apps.cfwnet.org/ecouncil/printmc.asp?id=26078&print—true&DocType=Print 9/7/2018 Construction is expected to start in September 2018 and be completed by March 2019. This project will have no impact on the Water Department's operating budget when completed. M/WBE OFFICE: Welch Excavation and Utility Company, Inc., is in compliance with the City's BDE Ordinance by committing to 11 percent MBE participation on this project. The City's MBE goal on this project is 11 percent. The project is located in COUNCIL DISTRICT 7, Mapsco 60G. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance funds will be available in the current capital budget, as appropriated of the Water and Sewer Capital Fund. The Fiscal Year 2018 Water Operating Budget includes appropriations of$29,069,236.00 for the purpose of providing Pay-As-You-Go funding for Water Capital Projects. After this transfer for fiscal year 2018, the balance will be $5,771,308.00. Funding for the Lake Worth Dam Rehabilitation Project is as depicted below: FUND Existing Additional Project ppropriations Appropriations Total'` Water & Sewer Capital Projects $124,000.00 $404,464.00 $528,464.00 Fund 56002 Project Total:::]Fsl24,000.001F$404,464.00 $528,464.00 * Numbers rounded for presentation. FUND IDENTIFIERS (FIDS): TO Fund Department ccoun Project 1ProgramA-f ctivity� Budget— Reference # �,4mo nu! ID — ID I j Year j (Chartfield 2) FROM _ FundrDepartment Accoun Project ProgramiActivity Budget ; Reference # mound j ID ID I j Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: John Lopez (6818) AT'T'ACHMENTS 1. 60 LWREHAB WELCH EXCAVATION AND UTILITY CO CCMEMO.pdf (CFW Internal) 2. 60 LWREHAB WELCH EXCAVATION AND UTILITY COMPANY MAP.pdf (Public) 3. 60LWREHAB WELCH EXCAVATION AND UTILITY COMPANY FID Table.pdf (CFW Internal) 4. 60LWREHAB-WELCH EXCAV AND UTIL COMPANY 60 AO 18.docx (Public) 5. Form 1295.pdf (Public) httD://apps.cfwnet.or,Q/ecouncil/i)rintme.asD?id=26078&print=true&DoeTYI)e=Print 9/7/2018 0-1-asi CERTIFICATE OF INTERESTED PARTIES FORM 1295 l of l Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2018-376259 Welch Excavation and Utility Company Winona,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 07/05/2018 being Tiled. City of Fort Worth Date Acknowledged: 3 Provide the Identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract 100543 Lake Worth Dam Improvements 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary 5 Check only if there is NO Interested Party. ❑ X 6 UNSWORN DECI A f t My name is U� and my date of birth is My address is �L/f�[7� 16�2 S (street) (city) ( ) (ziP code) (country) I declare under penalty of 'ury th t foregoing is true and correct. 9 Exe d in County, State of on the�ay of 20� i I. (year) STEPHANIE SMITH tictatr t�attc•ante a f ow 100 129800846 -1 Signature of authorized agent ocontracting business entity �'T COMM.t1(R OA-a$.�Oda (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711 FORTWORTH. City of Fort Worth Standard Construction Specification Documents C'I'IY OF FORT WOR III S I ANDnRD CONSIRt1C HON SPF.CIFICAIION DOCt IMF?NTS PRO.JF('T NO 10OS43:Lake Worth Dam Improvements Project Rc\iseO Febmary 3,2016 0000011- I S I ANDARD CONSI'RI ICFION SPITIFICA'I ION DOC IMI?NTS Page I oft SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Fonn Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 12 Prequalification Statement 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 0073 00 Supplementary Conditions Division 01 -General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents (I FY OF FORT"'(WI II I'RO,II:C V NO. 100 43:Lakc worth Dam Impmvcnunts Project Revised Februar% 2,2016 000000-2 STANDARD CONSTRUCTION SPFCIFICA PION DOCUMFNTS Page 2 of 2 Division 03 - Concrete 03 21 00 Reinforcing Steel 03 30 53 Miscellaneous Cast-in-Place Concrete Division 05- Metals 05 5200 Metal Railings Division 31 - Earthwork 31 11 00.13 Clearing and Grubbing 31 23 19.01 Care of Water During Construction 31 23 33 Trenching and Backfill 31 2333.14 Trench Safety 31 3700 Riprap 31 37 00.13 Grout for Riprap Division 32 - Exterior Improvements 32 31 13 Chain Link Fences and Gates 32 92 13 Hydro-Mulching Division 33 - Utilities 33 39 13 Sanitary Utility Sewage Manholes, Frames, and Covers 33 46 36 Internal Drainage Systems Division 35—Waterway and Marine Construction 35 73 13.16 Compacted Fill APPENDIX GC 4.01 Availability of LapAs GC- 404 Under-gfFacilities GC 4.06 u.,.,,,,.dous Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates G!` Eno noFmits and Utilities GC 6224 Nefidiserimin.,tio GR 01 60 00 Pfeduet RequiFements END OF SECTION CffY OI'FORT WOR H I PROJLCT NO. 100543:Lake Worth Dam Improvements Projcct Revised February 2,2016 CITY OF FORT WORTH %*t *��i 0..:.................. LAKE WORTH DAM IMPROVEMENTS PROJECT / JANIS C.MURP :..•/ HY //.... .. ................. J ./ �0-A :�% CITY PROJECT NO. 100543 0�0,�.'P61882c� ,o; ADDENDA NO.2 ST�R' JUNE 4,2018 ,+oMONAL -- 06/04/2018 I 00 05 15 ADDENDA NO.2 Freese and Nichols,Inc. Texas Registered Engineering Firm F-2144 The time and location for the submission of Bids is unchanged. City of Fort Worth Purchasing Division 1000 Throckmorton Street Fort Worth,Texas 76102 until 1:30 P.M. CST,Thursday,June 7,2018,and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. The following additions, deletions, modifications,or clarifications shall be made to the appropriate sections of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid Form. SPECIFICATIONS Division 00 General Conditions Al-1 SECTION 00 2113 instructions to Bidders A. Reference Paragraph 3.5 Add the following to the list of prequalified bidders: "Welch Excavation and Utility Company, Inc. Green Scaping, L.P." Los 111111111 Addenda No. 2 00 05 15-1 PROJECT NO. 100543: Lake Worth Dam Improvements Project �E OF`i114 j 4 .•..s ............ / 10 JANIS C.MURPH CITYOF FORT WORTH %........................., / 61882 �% LAKE WORTH DAM IMPROVEMENTS PROJECT ///°F-.c'GTE?�,- �-- CITY PROJECT NO. 100543 �44%'Ov L ADDENDA NO. 1 SCKo 6/2018 MAY 16,2018 Freese and Nichols,IInc. Texas Registered Engineering firm F-2144 00 05 15 ADDENDA NO. 1 Important Notice:The time for the submission of Bids has been changed to Thursday June 7, 2018 1:30 P.M. The location for the submission of bids is unchanged. The following additions, deletions, modifications, or clarifications shall be made to the appropriate sections of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid Form. SPECIFICATIONS Division 00 General Conditions Al-1 SECTION 00 1113 Invitation to Bidders A. Reference RECEIPT OF BIDS, Line 11 and 12: Change the time for the submission of Bids to: "until Thursday June 7, 20181:30 P.M. and bids will be opened publicly and read aloud at 2:00 P.M. in the Council Chambers." A1-2 SECTION 00 4100 Bid Form A. Delete the section and replace it with Attachment 1. DRAWINGS: SHEET C-3,SEQ 5 Detail: Reference Concrete Patch at North Abutment Wall Add "Wall anchor and anchor plate shall extend to the center of the new concrete patch." END OF ADDENDA NO. 1 Addenda No. 1 00 05 15-1 PROJECT NO. 100543: Lake Worth Dam Improvements Protect Attachment 1 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 1000 Throckmorton Street City of Fort Worth,Texas 76102 FOR: Lake Worth Dam Improvments Project City Project No.: 100543 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS,including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group,association,organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering,giving,receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial,non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.-100543 Lake Worth Dam Improvements Project Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls 0041 00 BID FORM Page 2 of 3 d. 'coercive practice"means harming or threatening to harm,directly or indirectly,persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Excavation and Handling of Contaminated Soils b. Sample and Testing of Contaminated Soils 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 calendar days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work(and/or achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. F c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 0 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the fcllcwing bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543 Lake Worth Dam Improvements Project Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls 00 41 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is submitted on Month Day,Year by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: (Signature) Addendum No. 2: Addendum No. 3: Printed Name Here Addendum No. 4: (Printed Name) Title: Title Here Company: Company Name Here Corporate Seal: Address: Address Here Address Here or Space City, State Zip Code Here State of Incorporation: State Here Email: Your Email Address Here Phone: Your Phone Number Here END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — — PROJECT NO.:100543 Lake Worth Dam Improvements Project Form Revised 20150821 00 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls DIVISION 00 - GENERAL CONDITIONS Oficial site of the City of Fort Worth,Texas CITY COUNCIL AGENDA FoeH REFERENCE60LWREHAB-WELCH DATE: 8/14/2018 NO.: **C-28794 LOG NAME: EXCAV AND UTIL COMPANY CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of a Construction Contract with Welch Excavation and Utility Company, Inc. for the Lake Worth Dam Rehabilitation and Improvements in the Amount of $363,960.00 and Adopt Appropriation Ordinance (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing the appropriation in the amount of $404,464.00 in the Water and Sewer Capital Fund for rehabilitation and improvements for the Lake Worth Dam; and 2. Authorize execution of a contract with Welch Excavation and Utility Company, Inc., for the Lake Worth Dam Rehabilitation and Improvements in the amount of $363,960.00 (City Project No. 100543). DISCUSSION: The Lake Worth Dam is owned by the City of Fort Worth (City) and regulated by the Texas Commission on Environmental Quality's (TCEQ) dam classification system. The City and TCEQ staff conducts regularly scheduled inspections of this dam. Recommendations from these inspections may include changes to standard operating and monitoring procedures, updates or modifications to maintenance practices, or recommended rehabilitation work to preserve the life of the dam structure. On December 6, 2016 (M&C C-28011), the City Council authorized an Engineering Agreement with Freese and Nichols, Inc. for preparation of contract documents for the Lake Worth Dam Rehabilitation and Improvements. As part of this Construction Contract, Welch Excavation and Utility Company, Inc., will conduct slope restoration, clear the spillway underdrain piping system, provide a new manhole drain improvements and weir box for measurement purposes, rehabilitate concrete spall, and repair cracks to the spillway structure. The Project was advertised on April 19, 2018 and April 26, 2018, in the Fort Worth Star- Telegram. On June 7, 2018, the following bids were received. BIDDER JFPID AMOUNT CONTRACT Welch Excavation and Utility Co 1$363,960.00 180 Calendar Days C. Green Scaping $538,110.00 In addition to the contract amount, $20,504.00 is required for project management and inspection cost. An additional $20,000.00 is provided for project contingencies. Construction is expected to start in September 2018 and be completed by March 2019. This project will have no impact on the Water Department's operating budget when completed. M/WBE OFFICE: Welch Excavation and Utility Company, Inc., is in compliance with the City's BDE Ordinance by committing to 11 percent MBE participation on this project. The City's MBE goal on this project is 11 percent. The project is located in COUNCIL DISTRICT 7, Mapsco 60G. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance funds will be available in the current capital budget, as appropriated of the Water and Sewer Capital Fund. The Fiscal Year 2018 Water Operating Budget includes appropriations of$29,069,236.00 for the purpose of providing Pay-As-You-Go funding for Water Capital Projects. After this transfer for fiscal year 2018, the balance will be $5,771,308.00. Funding for the Lake Worth Dam Rehabilitation Project is as depicted below: FUND Existing Additional Project Appropriations Appropriations Total* Water & Sewer Capital Projects $124,000.00 $404,464.00 $528,464.00 Fund 56002 Project Total $124,000.00 $404,464.00 $528,464.00 * Numbers rounded for presentation. TO Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year Chartfield 2 FROM Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year Chartfield 2 Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: John Lopez (6818) ATTACHMENTS 60 LWREHAB WELCH EXCAVATION AND UTILITY COMPANY MAP.pdf 60LWREHAB-WELCH EXCAV AND UTIL COMPANY 60 AO 18.docx Form 1295.pdf t,*+„.ii,,.,.,, -Ac ,, -f -,--/—,-”;I .,,,,,1,"*i„ —';-,, „91n-')�n-7ev. ,, ,.,.;i,I„t„-viinnnIQ vii *2i1nie 00II13-1 INVITATION TO BIDDERS Page l of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of the Lake Worth Dam Improvements Project, City Project No. 5 100543 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth,Texas 76102 11 until 1:30 P.M. CST,Thursday,May 17,2018,June 7,2018 and bids will be opened publicly 1 12 and read aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the(approximate)following: 16 1. Clearing and grubbing. 17 2. Miscellaneous concrete repairs. 18 3. Rock riprap work. 19 4. Cleaning of the spillway underdrain system. 20 5. Fencing improvements 21 6. Grouting rock riprap. 22 7. Underdrain manhole modifications. 23 24 PREQUALIFICATION 25 The improvements included in this project must be performed by a contractor who is pre- 26 qualified by the City at the time of bid opening. The procedures for qualification and pre- 27 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 28 29 Prospective bidders are hereby advised that special prequalification is required to bid on this 30 project and bid will be received from bidders who are on the list of prequalified bidders for this 31 particular project in accordance with the Specifications 00 21 13 INSTRUCTIONS TO 32 BIDDERS, Section 3.5. 33 DOCUMENT EXAMINATION AND PROCUREMENTS 34 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 35 of Fort Worth's Purchasing Division website at http://www.fortworth og v org/purchasing/and 36 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 37 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 38 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 39 Parties Form 1295 and the form must be submitted to the Project Manager before the 40 contract will be presented to the City Council. The form can be obtained at 41 htti)s://www.ethics.state.tx.us/tee/1295-Info.htm . 42 43 Copies of the Bidding and Contract Documents may be purchased from Freese and Nichols, Inc., 44 4055 International Plaza Suite 200, Fort Worth,Texas 76109-4895. Call 817-735-7300 a 45 minimum of 24 hours in advance to schedule pick up. 46 47 The cost of Bidding and Contract Documents is: 48 Set of Bidding and Contract Documents with full size drawings: $70 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised December 23,2015 00 11 13-2 INVI IA'IION"10 BIDDERS Page 2 of 2 1 Set of Bidding and Contract Documents with half size (if available) drawings: S40 2 3 PREBID CONFERENCE 4 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 5 BIDDERS at the following location, date, and time: 6 DATE: May 2, 2018 7 TIME: 10:00 a.m. 8 PLACE: 7601 Cahoba Drive 9 Fort Worth, Texas 76135 10 LOCATION: Lake Worth Program office I 1 Site visit for BIDDERS will occur the same day. 12 13 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 14 City reserves the right to waive irregularities and to accept or reject bids. 15 16 INQUIRIES 17 All inquiries relative to this procurement should be addressed to the following: 18 Attn: John Lopez, City of Fort Worth 19 Email: John.LopezI@fortworthtexas.gov 20 Phone: 817-392-6818 21 AND/OR 22 Attn: Janis Murphy, P.E. Freese and Nichols, Inc. 23 Email: jcm@freese.com 24 Phone: 817-735-7345 25 26 ADVERTISEMENT DATES 27 April 19, 2018 28 April 26, 2018 29 END OF SECTION CITY OF FORK WORTH STANDARD CONSTRUCTION SPECIFICAIION DOCUMENTS PROJF.CF NO.: 100543:Lake worth Dam Improvements Project Revised December 23,2015 0021 13- I INSTRUCTIONS TO BIDDHRS Page I of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 -GENERAL CONDITIONS. 7 8 I.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association,or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 22.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Water and Sanitary Sewer—Requirements document located at; 40 https://proiectpoint.buzzsaw.com/f ortworthaov/Resources/02%20- 41 %20CoilstrLiction%20Documeiits/Contractor%20PregLialificatioii/Water%20and'X02 42 OSanitary%20Sewer'io20Contractor°-o2OPrequalitication"/020ProLram;WSS°�o20pre 43 qual°,o20requirements.doc'?public 44 45 46 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 47 seven (7)calendar days prior to Bid opening, the documentation identified in Section 00 48 45 11, BIDDERS PREQUALIFICATIONS. 49 CI FY OF FORT WOR 111 STANDARD CONSTRUCTION Sill'CIFIC ATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.2.1. Submission of and/or questions related to prequaliftcation should be addressed to 2 the City contact as provided in Paragraph 6.1. 3 4 5 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 6 bidder(s)for a project to submit such additional information as the City, in its sole 7 discretion may require, including but not limited to manpower and equipment records, 8 information about key personnel to be assigned to the project, and construction schedule, 9 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 10 deliver a quality product and successfully complete projects for the amount bid within 11 the stipulated time frame. Based upon the City's assessment of the submitted 12 information, a recommendation regarding the award of a contract will be made to the 13 City Council. Failure to submit the additional information, if requested, may be grounds 14 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 15 notified in writing of a recommendation to the City Council. 16 17 3.4.In addition to prequaliftcation, additional requirements for qualification may be required 18 within various sections of the Contract Documents. 19 20 3.5.The prequalified contractors for this project are: (Edit this list as needed) 21 Archer-Western Construction LLC 22 Ark Contracting Services LLC 23 Burnsco Construction Inc. 24 Conatser Construction TX LP 25 DCI Contracting Inc. A226 Gracon Construction Inc. 27 Green Scaping, L.P. 28 Humphrey& Morton Const Co Inc. 29 Jackson Construction LTD A230 S.J. Louis Construction of Texas, LTD 31 Welch Excavation and Utility Company, Inc. 32 William J Schultz Inc. Circle C Construction 33 34 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 35 36 4.1.Before submitting a Bid, each Bidder shall: 37 38 4.1.1. Examine and carefully study the Contract Documents and other related data 39 identified in the Bidding Documents (including "technical data" referred to in 40 Paragraph 4.2. below). No information given by City or any representative of the 41 City other than that contained in the Contract Documents and officially 42 promulgated addenda thereto, shall be binding upon the City. 43 44 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 45 site conditions that may affect cost, progress, performance or furnishing of the 46 Work. 47 48 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 49 progress,performance or furnishing of the Work 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research, investigations,tests,borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations,tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work, time required for its completion, and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research,tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents.The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures(except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents,but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any"technical data" or 11 any other data, interpretations, opinions or information. 12 13 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means,methods,techniques, sequences or 17 procedures of construction(if any)that may be shown or indicated or expressly required 18 by the Contract Documents, (iii)that Bidder has given City written notice of all 19 conflicts,errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 21 etc.,have not been resolved through the interpretations by City as described in 22 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos,Polychlorinated 27 biphenyls(PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work,Etc. 32 33 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 44 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits,and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth,TX 76102 21 Attn: John Lopez, Water Department 22 Email: John.Lopezl@fortworthtexas.gov 23 Phone: 817-735-6818 24 25 26 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 29 6.3.Addenda or clarifications may be posted via Buzzsaw at: 30 http://www.fortworthpov.org/purchasing/ 31 32 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 33 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 34 Project. Bidders are encouraged to attend and participate in the conference. City will 35 transmit to all prospective Bidders of record such Addenda as City considers necessary 36 in response to questions arising at the conference. Oral statements may not be relied 37 upon and will not be binding or legally effective. 38 39 7. Bid Security 40 41 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 42 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 43 the requirements of Paragraphs 5.01 of the General Conditions. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract,if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST,on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 o1`9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title,the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers,and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders,proposed Subcontractors,Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35% of the value embraced on the Contract,unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised August 21,2015 003513- I CONFLICT OF INTEREST AFFIDAVIT Page I of 1 SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth 5 procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ 6 Form) and/or a Local Government Officer Conflicts Disclosure Statement(the attached CIS 7 Form)pursuant to state law. You are urged to consult with counsel regarding the applicability of 8 these forms to your company. 9 10 The referenced forms may be downloaded from the links provided below. 11 12 http://www.ethics.state.tx.us/forms/CIQ.vdf 13 14 http://www.ethics.state.tx.us/forms/CIS.pdf 15 16 17 CIQ Form does not apply 18 19 0 CIQ Form is on file with City Secretary 20 21 0 CIQ Form is being provided to the City Secretary 22 23 CIQ Form does not apply 24 25 CIS Form is on File with City Secretary 26 27 CIS Form is being provided to the City Secretary 28 29 30 31 BIDDER: 32 33 4,JEl1.JI 1=Xck✓Nna.:, !Sg,u Utiury CorrlyMJ-! By: Qv 34 Company ase Prip 35 x//Vj,�z.'z 36 Signature: 64z2A 37 Address 38 39 ,rx 75-rp2- Title: V.cL 40 City/State/Zip (Please Print) 41 42 43 END OF SECTION CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 21.2018 Attachment 1 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 TBID FORM Q O: The Purchasing Manager I c/o:The Purchasing Division 1000 Throckmorton Street City of Fort Worth,Texas 76102 FOR: Lake Worth Dam Improvnlents Project City Project No.: 100543 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract DUCUInents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract a«ard, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent,collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering,giving,receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. C. "collusive practice" means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO 100543 Lake Worth Dam Improvements Project Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12 00 35 13_Bid Proposal Workbook As 0041 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to hann,directly or indirectly,persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Excavation and Handling of Contaminated Soils b. Sample and Testing of Contaminated Soils 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 calendar days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543 Lake Worth Dam Improvements Project Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 00 41 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is submitted on Month Day, Year by the entity named below. Respectful ub ed, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: - u„ ( ature) Addendum No. 2: o Addendum No. 3: Prirltol Name Here ti f a Addendum No.4: (Printed Name) Title: Title Here Company: Company Name Here 'f�a,M. ab 41-W ca-vo4u f Corporate Seal: Address: Address Here f Address Here or Space 1719G/A11V. S7*Tf 20 fifty City, State Zip Code Here �,tlfry,nq,�c Ts7Y2 ! State of Incorporation: State ti-Iora .TEJC�S Email: Your E rn ail l Address dere ;,,,r�ar�,rf.ccrr.+ +rx Phone: Your�Phone,NumberHers 5b3-�tZ 3 zE R ] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543 Lake Worth Dem Improvements Project Form Revised 20150821 00 410000 43 13_00 42 43_00 43 37_00 4512_00 35 13—Bid Proposal Workbook.xls 00 42 43 BID PROPOSAL Page 1 of l SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value GENERAL _ 1 _ Storm Water Pollution Prevention Plan O1 57 13 _ _ LS _ 1 $10,000.00 $10,000.00 2 Mobilization and Demobilization* 01 7000 LS 1 $16,800.00 $16,800.00 3 Clearing and Grubbing _ 31 1100.13_ LS_ 1 $15,000.00 $15,000.00 4 Care of Water During Construction 32 23 19.0_1 _ LS 1 $10,000.00 $10,000.00 _5 Additional Rock Riprap J 31 37 00 TONS75 $200.00 $15,000.00 6 Fencing Im_provments _ _ 3223 13 LF 20 $200.00 $4,000.00 7_ Handrails _ 05 52 00 LF 72 $105.00 _$7,560.00 8 Concrete Slope Blockout Repairs 03 30 53__ LS 1 $20,000.00 $20,000.00 9 _ Grout Repairs to Rock Ri ra _ 3137 00.13 LS I $10,000.00 $10,000.00 Manhole/Drain Improvements/Weir Box 31 2333 10 3339 13 LS I _ _33 46 363 _ _ _$9,500.00 $9,500.00_ 11 Spit;WaUnderdrains NONE LS �1 $17,500,00 $17,500.00 12 Grassing for Erosion Control 3292 13 LS 1 $20,000.00 $20,000.00 13 Confined Space Entry Program_ 0135 13 LS _1_ $5,000.00 $5,000.00 14 Concrete Spall and Crack Repairs 03 30 53 SF 2,000 $84.00 $168,000.00 15 Miscellaneous Concrete Repairs 03 30 53 CY_ 25_ $1,000.00 _ $25,000.00 _ 16_ Trench Safety _ _ _ 31 23 33.14 LF 50 _ $2.00 $100.00 17 Caulking Joints on North Embankment Slope Paving 03 30 53 LS 1 $10,500.00 $10,500.00 Total Amount Bid $363,960.00 *Mobilization and Demobilization shall be limited to five(5)percent of the total base bid,exclusive of"Mobilization and Demobilization' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13 Proposal Forrn-conformed.xls 00 43 13 BID BOND Page 1 of 1 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we,(Bidder Name) Company Name Here hereinafter called the Principal,and(Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas,hereinafter called the Surety,are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of and No/100 Dollars ($ 00), the payment of which sum will be well and truly made and the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as #REF! Lake Worth Dam Improvments Project City Project No. 100543 NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal,then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal,this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this day of ,2018. By: Company Name Here (Signature and Title of Principal) *By: (Signature of Attorney-of-Fact) *Attach Power of Attorney(Surety)for Attorney-in-Fact Impressed Surety Seal Only END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Form Revised 20110627 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas)bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so Will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here oraBlank], our principal place of business, are required to be lig F1ei E- percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here 6F-BI_ankl, our principal place of business, are not required to underbid resident bidders. B. The principal place of business of O mpany or our parent company or majority owner is in the State of Texas. BIDDER: Company Name Here Weed *xw 4 Ln7LrN 6aWF"Y B . d d Name Here j?us5W.- I,c�F1c Address Here Address Here or Space (Signature) City, State Zip Code Here 17,90 iv S n zo &W Title: Title Here 1J,WV.1J4,750 75792 Date: Cd END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Form Revised 20110627 00 410000 43 13_00 42 43_00 43 3700 45 1200 35 13—Bid Proposal Workbook 004512-1 PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 Each Bidder for a City procurement is required to complete the information below by 4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 5 major work type(s) listed. 6 Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date y)nlr oil /4VJ 1/711 rY CMPA,,J 7 8 9 The undersigned hereby certifies that the contractors and/or subcontractors described in 10 the table above are currently prequalified for the work types listed. 11 12 BIDDER: 13 14 By: —.r . 6y�si 15 Company Print) 16 17 p90 /uz�sna-rE 2D 64.-s-r _ _ Signature: — 18 Address 19 20 ,7sz 7z;7,?z - — - - Title: 21 City/State/Zip (Please Print) 22 23 Date: �o, 24 25 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 00 45 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 00180 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 12 Company ;`(Please Print 13 14 Zfl0-6t G--A-Q- a0 G Signature: 15 Address 16 17 �� :A��AC, '15'A9 r� Title:\J 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 �EFORE ME,the undersigned authority, on this day personally appeared 26VSSQ \\ known to me to be the person whose name is 27 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of�u-j r-y,Lc�uc ;�cr,cC L>-- I. iz4P—(-10r the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this \ day of 32 ScU� 20A 33 34 35 36 ROCHELLE RENEE MOORE o P lic in and f he State of Texas �4p'PY PV6�i 37 __: ��:Notary Public,State of Texas Comm. Expires 02-01-2022 38 'o;`,o%�%`.` Notary ID 13143214-5 END OF SECTION 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 00 45 40-1 Minority Business Enterprise Specifications Pagel of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 5 applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 9 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 10 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 11 12 MBE PROJECT GOALS 13 The City's MBE goal on this project is 11% of the total bid value of the contract. 14 15 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 16 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 17 18 COMPLIANCE TO BID SPECIFICATIONS 19 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 20 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 21 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 22 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 23 3. Good Faith Effort documentation,or; 24 4. Prime Waiver documentation. 25 26 SUBMITTAL OF REQUIRED DOCUMENTATION 27 The applicable documents must be received by the Purchasing Division, within the following times 28 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 29 deliver the MBE documentation in person to the appropriate employee of the purchasing division and 30 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in thq 31 time allocated. A faxed and/or emailed copy will not be accepted, 32 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBEparticipation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO 100543 Lake Worth Dam Improvements Project Revised June 9,2015 00-440-2 Minorite Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN 3 THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING 5 CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN 6 A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The M/WBE Office at(817) 212-2674. 8 END OF SECTION 9 10 11 CITY OF PORT WORTH STANDARD CONS]RUC'HON SPITIEICAIION DOCUMENTS PROJECT NO 100543 Lake Worth Dam Improvements 11rgject Revised June 9,2015 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 2 1 SECTION 00 45 41 2 SMALL BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 if the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is 5 applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small 9 Business Enterprises (SBE) in the procurement of all goods and services. All requirements and 10 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. it 12 SBE PROJECT GOAL 13 The City's SBE goal on this project is NONE of the base. 14 15 Note: If both MBE and SBE subcontracting goals are established for this project, then an 16 Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed 17 responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required 21 to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation,or 24 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Prime Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 The applicable documents must be received by the Purchase Division, within the following times 30 allocated, in order for the entire bid to be considered responsive to the ,pecilications. The 31 shall deliver the SBE documentation in person to the appropriate employee of the 32 division and obtain a date/time receipt. Such receipt shall be evidence that the City receiv_e_d___ 33 f in the time allocated. A faxed and/or emailed 'will not be 1. Subcontractor Utilization Form,if received no later than 2:00 p.m., on the second City goal is met or exceeded: business day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form, if business days after the bid opening date, exclusive of participation is less than statedgoal: the bid opening date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form,if no business days after the bid opening date, exclusive of MBE participation: the bid opening date. 4. Prime Contractor Waiver Form, if received no later than 2:00 p.m., on the second City firm will perform all business days after the bid opening date, exclusive of subcontracting/supplier work: the bid opening date. 34 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised June 9,2015 004541-2 SMALL BUSINESS ENTERPRISE GOAL Page 2 of 2 1 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City exceeded: business days after the bid opening date, exclusive of the bid opening date. 2 3 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE 4 ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO 5 SPECIFICATIONS. 6 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN 7 THE BID BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WILL 8 RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. 9 THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A 10 DISQUALIFICATION PERIOD OF THREE YEARS. 11 Any questions, please contact the M/WBE Office at(817) 212-2674 12 13 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised June 9,2015 00 52 43-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 8/14/2018 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Welch Excavation and Utility Company, authorized to do business in Texas, 6 acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1.WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2.PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Project Name: Lake Worth Dam Improvements 16 Project Number: 100543 17 Article 3. CONTRACT PRICE 18 City agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount, in current funds, of Three Hundred Sixty-Three Thousand Nine Hundred 20 Sixty and No One Hundredths Dollars ($ 363,960.00 ). 21 Article 4. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 180 calendar days after the date 24 when the Contract Time commences to run, as provided in Paragraph 2.03 of the General 25 Conditions, plus any extension thereof allowed in accordance with Article 12 of the 26 General Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 29 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 30 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 31 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 32 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 33 instead of requiring any such proof, Contractor agrees that as liquidated damages for 34 delay (but not as a penalty), Contractor shall pay City One Thousand Dollars ($1,000.00) 35 for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance 36 until the City issues the Final Letter of Acceptance. 37 Article 5. CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between City and 40 Contractor concerning the Work consist of the following: CITY OF FORT WORTH LAKE WORTH DAM IMPROVEMENTS PROJECT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543 Revised It.15.17 005243-2 Agreement Page 2 of 5 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form 44 1) Proposal Form 45 2) Vendor Compliance to State Law Non-Resident Bidder 46 3) Prequalification Statement 47 4) State and Federal documents (project specific) 48 b. Current Prevailing Wage Rate Table 49 c. Insurance ACORD Form(s) 50 d. Payment Bond 51 e. Performance Bond 52 f. Maintenance Bond 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit 55 i. MBE and/or SBE Utilization Form 56 3. General Conditions. 57 4. Supplementary Conditions. 58 5. Specifications specifically made a part of the Contract Documents by attachment 59 or, if not attached, as incorporated by reference and described in the Table of 60 Contents of the Project's Contract Documents. 61 6. Drawings. 62 7. Addenda. 63 8. Documentation submitted by Contractor prior to Notice of Award. 64 9. The following which may be delivered or issued after the Effective Date of the 65 Agreement and,if issued, become an incorporated part of the Contract Documents: 66 a. Notice to Proceed. 67 b. Field Orders. 68 c. Change Orders. 69 d. Letter of Final Acceptance. 70 71 Article 6.INDEMNIFICATION 72 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 73 expense, the city, its officers, servants and employees, from and against any and all 74 claims arising out of, or alleged to arise out of, the work and services to be performed 75 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 76 under this contract. This indemnification provision is specifically intended to operate 77 and be effective even if it is alleged or proven that all or some of the damages being 78 sought were caused, in whole or in part, by any act, omission or negligence of the city. 79 This indemnity provision is intended to include, without limitation, indemnity for 80 costs,expenses and legal fees incurred by the city in defending against such claims and 81 causes of actions. 82 CITY OF FORT WORTH LAKE WORTH DAM IMPROVEMENTS PROJECT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543 Revised 11.15.17 005243-3 Agreement Page 3 of 5 83 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 84 the city,its officers,servants and employees,from and against any and all loss,damage 85 or destruction of property of the city,arising out of,or alleged to arise out of,the work 86 and services to be performed by the contractor, its officers, agents, employees, 87 subcontractors, licensees or invitees under this contract. This indemnification 88 provision is specifically intended to operate and be effective even if it is alleged or 89 proven that all or some of the damages being sought were caused, in whole or in part, 90 by any act,omission or negligence of the city. 91 92 Article 7.MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 95 have the meanings indicated in the General Conditions. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the 98 Contractor without the advanced express written consent of the City. 99 7.3 Successors and Assigns. 100 City and Contractor each binds itself, its partners, successors, assigns and legal 101 representatives to the other party hereto, in respect to all covenants, agreements and 102 obligations contained in the Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or 105 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 106 remaining provisions shall continue to be valid and binding upon CITY and 107 CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of 110 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 111 Northern District of Texas, Fort Worth Division. 112 7.6 Authority to Sign. 113 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 114 than the duly authorized signatory of the Contractor. 115 116 7.7 Prohibition On Contracts With Companies Boycotting Israel. 117 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 118 Code, the City is prohibited from entering into a contract with a company for goods or 119 services unless the contract contains a written verification from the company that it: (1) 120 does not boycott Israel; and(2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH LAKE WORTH DAM IMPROVEMENTS PROJECT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543 Revised 11.15.17 005243-4 Agreement Page 4 of 5 121 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 122 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 123 certifies that Contractor's signature provides written verification to the City that 124 Contractor: (1) does not boycott Israel; and(2) will not boycott Israel during the term of 125 the contract. 126 127 7.8 Immigration Nationality Act. 128 Contractor shall verify the identity and employment eligibility of its employees who 129 perform work under this Agreement, including completing the Employment Eligibility 130 Verification Form(I-9). Upon request by City, Contractor shall provide City with copies of 131 all I-9 forms and supporting eligibility documentation for each employee who performs 132 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 133 establish appropriate procedures and controls so that no services will be performed by any 134 Contractor employee who is not legally eligible to perform such services. 135 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 136 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 137 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 138 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 139 Contractor, shall have the right to immediately terminate this Agreement for violations of 140 this provision by Contractor. 141 142 7.9 No Third-Party Beneficiaries. 143 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 144 and there are no third-party beneficiaries. 145 146 7.10 No Cause of Action Against Engineer. 147 Contractor,its subcontractors and equipment and materials suppliers on the PROJECT or their 148 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 149 subcontractors, for any claim arising out of, in connection with, or resulting from the 150 engineering services performed. Only the City will be the beneficiary of any undertaking by 151 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 152 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 153 in any way responsible for those duties that belong to the City and/or the City's construction 154 contractors or other entities, and do not relieve the construction contractors or any other 155 entity of their obligations, duties, and responsibilities, including, but not limited to, all 156 construction methods, means, techniques, sequences, and procedures necessary for 157 coordinating and completing all portions of the construction work in accordance with the 158 Contract Documents and any health or safety precautions required by such construction 159 work. The Engineer and its personnel have no authority to exercise any control over any 160 construction contractor or other entity or their employees in connection with their work or 161 any health or safety precautions. 162 163 SIGNATURE PAGE TO FOLLOW 164 CITY OF FORT WORTH LAKE WORTH DAM IMPROVEMENTS PROJECT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543 Revised 11.15.17 005243-5 Agreement Page 5 of 5 165 166 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 167 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 168 Date"). 169 Contractor: W h Excavation&Utility City of Fort By:_ Jesus J. Chapa By: _ Assistant City Manager (Signature) Date G Russell Welch Attest: /V (Printed Name) City Sec et 0 -r- (Seal) f(Seal) ............ Title: Vice President Address: 17190 I-20 E M&C C-2879 �r Winona,Texas 75792 Date: 8/1 /24 0 Form 1295 No. 2 74, Contract Compliance Manager: By signing, I acknowledge that I am the person _ responsible for the monitoring and Date administration of this contract,including ensuring all performance and reporting requirements. Jo Lopez Project Manager Ap ve to Form and Legality: Douglas W. Black Assistant City Attorney 170 171 APPROVAL"CrMENDED: � 172 /1j 0 ((// 173 177FICIAL RECORD CA- 174 CITY SECRETARY Chris Harder,P.E. 175 DIRECTOR, 176 cy;'��°��'`�'�,TX Water Department 177 CITY OF FORT WORTH LAKE WORTH DAM IMPROVEMENTS PROJECT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543 Revised 11.15.17 00 6113-1 PERFORMANCE BOND Page 1 of 3 Bond#: EAIC115000153 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Welch Excavation and Utility Company , known as"Principal"herein and g Endurance American Insurance Company , a corporate surety(sureties, if more than 9 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one 10 or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created 11 pursuant to the laws of Texas,known as"City"herein, in the penal sum of, Three Hundred 12 Sixty-Three Thousand Nine Hundred Sixty Dollars($ 363,960.00), lawful money of the United 13 States,to be paid in Fort Worth,Tarrant County, Texas for the payment of which sum well and 14 truly to be made, we bind ourselves,our heirs,executors,administrators,successors and assigns, 15 jointly and severally,firmly by these presents. 16 WHEREAS,the Principal has entered into a certain written contract with the City 17 awarded the day of!NAQ I 20_S which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 19 labor and other accessories defined by law, in the prosecution of the Work, including any Change 20 Orders, as provided for in said Contract designated as Lake Worth Dam Improvements Project, 21 100543 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders, under the Contract,according to the plans, 25 specifications,and contract documents therein referred to,and as well during any period of 26 extension of the Contract that may be granted on the part of the City,then this obligation shall be 27 and become null and void,otherwise to remain in full force and effect. 28 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006113-2 PERFORMANCE BOND Page 2 of 3 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 14 day of 6 JNIQ tA 20 lam. 4-1 7 PRINCIPAL: 8 Welch Excavation and Utility Company 9 10 11 BY: 12 13 14 Signature 15 ATT 16 VII-C Cry inr.w 17 (Principal)Secretary Name and Title 18 19 Address: 17190 Interstate 20 East 20 Winona,TX 75792 (L2 Witnes as to rincipal SURETY: 24 Endurance American Insurance Company 25 26 27 BY: 28 141� 29 Witness as to Surety-Sharon Grant Signature 30 Blaine Allen -Attorney in Fact 31 Name and Title 32 Address: 4 Manhattanville Rd 33 Purchase, NY 10577 34 35 Telephone Number: 914-468-8000 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006113-3 PERFORMANCE BOND Page 3 of 3 1 2 3 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 4 from the by-laws showing that this person has authority to sign such obligation. if 5 Surety's physical address is different from its mailing address, both must be provided. 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO,100543:Lake Worth Dam Improvements Project Revised July 1,2011 00 6114-1 PAYMENT BOND Page 1 of 3 Bond#: EAIC115000153 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE, STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Welch Excavation and Utility Company known as 8 "Principal" herein, and Endurance American Insurance Company , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City"herein, 12 in the penal sum of Three Hundred sixty-Three thousand Nine Hundred Sixty Dollars 13 ($363.960.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 15 executors, administrators,successors and assigns,jointly and severally,firmly by these presents: 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 17 14 day of r4,,�p -�- 20_!.e_, which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 19 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 20 said Contract and designated as: Lake Worth Dam Improvements Project, 100543. 21 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 22 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 23 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 24 the Contract, then this Obligation shall be and become null and void; otherwise to remain in full 25 force and effect. 26 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 27 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 28 accordance with the provisions of said statute. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006114-2 PAYMENT BOND Page 2 of 3 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the Il day of 3 20116 . 4 PRINCIPAL: Welch Excavation and Utility Company ATTEST: BY: S ignatttre k�v (Principal)Secretary Name and Title Address: 17190 Interstate 20 East <' Winona,TX 75792 Witne as to 1`5'Rtipal SURETY: Endurance American Insurance Company ATTEST: BY: (.110-f X-k-� Signature Blaine Allen -Attorney in Fact (Surety) Secretary-Neira H andez Name and Title Address: 4 Manhattanville Rd Purchase, NY 10577 Witness as to Surety -Sharon Grant Telephone Number: 914-468-8000 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. if Surety's physical 8 address is different from its mailing address, both must be provided. 9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006114-3 PAYMENT BOND Page 3 of 3 1 The date of the bond shall not be prior to the date the Contract is awarded. Z END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006119-1 MAINTENANCE BOND Page 1 of 4 Bond#: EAIC115000153 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Welch Excavation and Utility Company ,known as 8 "Principal"herein and Endurance American Insurance Company ,a corporate surety 9 (sureties, if more than one)duly authorized to do business in the State of Texas, known as 10 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein, 12 in the sum of Three Hundred Sixty-Three Thousand Nine Hundred Sixty Dollars($ 363,960.00 13 ), lawful money of the United States, to be paid in Fort Worth,Tarrant County,Texas, for 14 payment of which sum well and truly be made unto the City and its successors,we bind 15 ourselves, our heirs,executors, administrators,successors and assigns,jointly and severally, 16 firmly by these presents. 17 18 WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 the l4- day of ,20 116,which Contract is hereby 20 referred to and a made art hereof for all purposes as if fully set forth herein, to furnish all 21 materials,egUipinent labor and other accessories as defined by law,in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order(collectively herein, 23 the"Work")as provided for in said contract and designated as Lake Worth Darn Improvements 24 Project 100543; and 25 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two(2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 30 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 31 upon receiving notice from the City of the need therefor at any time within the Maintenance 32 Period. 33 NOW THEREFORE,the condition of this obligation is such that if Principal shall 34 remedy any defective Work, for which timely notice was provided by City, to a completion 35 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 36 full force and effect. 37 38 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 39 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 40 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 41 the Surety under this Maintenance bond; and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006119-2 MAINTENANCE BOND Page 2 of 4 1 2 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 3 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 4 Worth Division;and 5 6 PROVIDED FURTHER,that this obligation shall be continuous in nature and 7 successive recoveries may be had hereon for successive breaches. 8 9 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 4 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the - day of 3 AiAlzb,".,-}- ,20 LJ 4 5 PRINCIPAL: 6 Welch Excavation and Utility Company_ 7 8 9 10 BY: 12 Signature 13 ATT T: v 14 _ 15 FlIt6LIA._,hlac=t4 - Vl-i 16 (Principal)Secretary Name and Title 17 18 Address: 19 20 17190 Interstate 20 East 21 22 Winona,TX 75792 23 Witne s as to Pr' cipal 5 SURETY: 26 27 Endurance American Insurance Company 28 29 30 31 BY: 32 33 Signature 34 35 Blaine Allen -Attorney in Fact 36 ATTEST: Name and Title 37 38 Gam,,, Address: 39 (Sure y)Secretary -Neira rnandez 4 Manhattanville Rd 40 Purchase, NY 10577 41 _�L - 914-468-8000 42 Witness as to Surety-Sharon Grant Telephone Number: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 006119-4 MAINTENANCE BOND Page 4 of 4 1 2 3 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 4 from the by-laws showing that this person has authority to sign such obligation. If 5 Surety's physical address is different from its mailing address, both must be provided. 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Worth Dam Improvements Project Revised July 1,2011 POLICYHOLDER NOTICE TEXAS-IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una You may call the company's telephone number for queja: information or to make a complaint at: Usted puede Ilamar al numero de telefono de la compania para informacion o para someter una queja al: 1-212-471-2800 1-212-471-2800 You may write the Company at: Usted tambien puede escribir a: Endurance American Insurance Company Endurance American Insurance Company Attention:<<Business Unit>> Attention:<<Business Unit>> 750 Third Avenue 750 Third Avenue New York,NY 10017 New York,NY 10017 You may contact the Texas Department of Puede communicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion acerca coverages, rights or complaints at: de companias,coberturas,derechos o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Puede escribir al Texas Department of Insurance Departamento de Seguros de Texas PO Box 149104 PO Box 149104 Austin,TX 78714-9104 Austin,TX 78714-9104 FAX#(512)475-1771 FAX#(512)475-1771 Web: http://www.tdi.texas.gov Web: http://www.tdi.texas.gov E-mail:ConsumerProtection@tdi.texas.gov E-mail:ConsumerProtectionOttdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene dispute concerning your premium or about a claim una disputa concerniente a su prima o a un you should contact the company first. If the dispute reclamo,debe comunicarse con la compania is not resolved,you may contact the Texas primero. Si no se resuelve la disputa,puede Department of Insurance. entonces comunicarse con el departamento(TDI). ATTACH THIS NOTICE TO YOUR POLICY: This notice UNA ESTE AVISO A SU POLIZA: Este aviso es solo is for information only and does not become a part para proposito de informacion y no se convierte en or condition of the attached document. parte o condicion del documento adjunto. <<Endurance Insurer>> Page 1 of 1 PN 00010413 TX ENDURANCE AMERICAN INSURANCE COMPANY 115 POWER OF ATTORNEY 1 lww aQ-9en Ery these Resent, that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the"Corporation"),With offices at 750 Third Avenue,New York, NY 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint BROCK BALDWIN,MICHAEL B.HILL,BRENT BALDWIN, WILLIAM D.BALDWIN,BRADY K.COX,RUSS FRENZEL,BLAINE ALLEN,TRENAE DONOVAN,TON IE PETRAN EK,KEITH ROGERS its true and lawful Attomey(s}in-fact,at DALLAS in the State of TX and each of them to have full power to act without the other or others,to make,execute,seal and deliver for and on its behalf bonds, undertakings or obligations in surety or co-surety with others,also to execute and deliver on its behalf renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid bonds,un"gs or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall obligate the Corporation for any portion of the penal sum thereofor eil ui-T N MILLION Dollars($10,000,000). Suchd tl' fors #urposes,when duly executed by said attorney(s)-in-fact,shall be binding upon the Corporation as fully and to the same extent as if signed by the Pres 3ife afon $eyLsvete seal attested by its Corporate Secretary. K Thi tntrnent is made under and by aidty of certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of July,2011,a copy of" c appearsb � e heading fed"Certificate". Th of Attorn d and sealeq,,byhcsinrile under and by authority of the following resolution adopted by the Board of Directors of the Corporation by unanimous written consent on the ay ot,fuly, 1 an sal resokpn I)as not since been evoked,amended or repealed: RES 4WHER50i lkJr 6f a { y pursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous wr tten consent on the 21st day of Juy,2011 the sig r of attorney ote bing sucrc a mile signature or seal shall be valid and binding upon the Corporation in the future w th respect to any bond or undertaking to which it is attachedIN WITNEStf a Corpaaton has caused these p esents to be du y signed and ifs corporate seal to be hereunto affixed and attested this 16th day of June,2017 at New York,New Yak. (Corporate Seal) ENDURANCE AMERICAN INSURANCE COMPANY ATTEST Y RICHARD M.APPEL,SENIOR VICE PRESIDENT BRIAN BEGGS,EXECUTIVE VICE PRESIDENT STATE OF NEW YORK ss:MANHATTAN COUNTY OF NEW YORK On the 16th day of June,2017 before me personally came BRIAN BEGGS to me known,who being by me duly sworn,did depose and say that(s)he resides in NEW YORK,NEW YORK that (s)he is a EXECUTIVE VICE PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the Corporation described in and which executed the above instrument;that(s)he knows the seal of said Corpoeari that dlasPal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Corporation,and that(s)he signed his(her) name thereto"by lililrills (Notarial Seal w4ir V4aZ i , y- Nicholas James Benenati,Notary Public-My Commission Expires 12107/2019 CERTIFICATE .. STATE O#N�w a f 1`' ss:MANHATTAN COUh1kY(A S 4") I,CHRISTOPFI S¢'OR6 V*A PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the"Corporation"),hereby certify: 1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of the Corporation and has not since been revoked,amended or modified;that the undersigned has compared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole thereof; 2. The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on 21st day of July,2011 and said resolutions have not since been revoked,amended or modified: "RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or obligations in surety or co-surety with others and to execute and deliver for and on behalf of the Corporation renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid bonds,undertakings or obligations: RICHARD M.APPEL,BRIAN BEGGS And be it further RESOLVED,t '�ac rdyfals named above is authorized to appoint attorneys-in-fact for the purpose of making,executing,sealing and delivering bonds,undertakings or obligations in surety or aad the Corporation." 3 Tt � i' datpbove resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN S°S EREOF I have 4u fliny hand and affixed the corporate seal this 14 day of Alli ,201 0jr a. a (Cate Seal) ,rp n CHRISTOPHER SPARRO,PRESIDENT Any reproductions are void. ,s �0 Primary Surety Claims Submission:suretybondclaims@sompo-intl.com Surety Claims Hotline:877-676-7575 Mailing Address:Surety Claims Department,750 Third Avenue-10th Floor,New York,NY 10017 ACC>R ® DATE(MM/DD/YYYIO CERTIFICATE OF LIABILITY INSURANCE 08/28/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Denise McAvoy NAME: Baldwin-Cox Agency,LLC PHONE (972)644-2688 FA X (972)644-8035 A1C No Ext): A/C No 5930 Preston View Blvd Ste 200 E-MAIL denise@baldwinagency.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC N Dallas TX 75240 INSURERA: BITCO General Insurance Corp. 20095 INSURED INSURER B Welch Excavation 8r Utility Co.,Inc. INSURER C: 17190 IH 20 East INSURER D: INSURER E: Winona TX 75792 INSURER F: COVERAGES CERTIFICATE NUMBER: Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOLSUBK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Fx_] OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A CLP-3665465 03/01/2018 03/01/2019 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X JE� LOC PRODUCTS-COMP/OP AGG $ 2.000,000 POLICY El OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED CAP-3665466 03/01/2018 03/01/2019 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident PIP-Basic $ 2,500 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAR CLAIMS-MADE CUP-2814205 03/01/2018 03/01/2019 AGGREGATE $ 2,000,000 DED I X RETENTION $ 10,000 $ WORKERS COMPENSATION X STATUTE ER TH AND EMPLOYERS'LIABILITYY1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A WC-3665463 03/01/2018 03/01/2019 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Inland Marine A CLP-3665465 03/01/2018 03/01/2019 Leased/Rented any one $600,000 Lease/Rented occurranc $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES ( 101,Additional Remarks Schedule,may be attached H more space Is required) Re:Lake Worth Dam Improvements,2501 Roberts Cut Off Rd.,Lake Worth,TX 76114 The general liability and auto liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The general liability policy contains a special endorsement with"primary and non-contributory"wording. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Fort Worth ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 870 AUTHORIZED REPRESENTATIVE Fort Worth TX 76101 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD COMMENTS/REMARKS The general liability, auto liability & worker's compensation policies include a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. OFREMARK COPYRIGHT 2000, AMS SERVICES INC. Policy Number: CLP-3665463 THS ENDORSEIENT CHANGES TFE POLICY. PLEASE READ IT CARERALY. LAM INF ROM EW CONTRACTORS EXTENXD LIABILITY COVERAGE This endorsement mod'rfies insurance provided under the following: COMVEIRCIAL GENERAL LIABILITY COVERAGE FORM It is agreed that the provisions listed below apply only upon the entry of an 0 in the box next to the caption of such provision. A U Partnership and Joint Venture Extension M U Construction Project General Aggregate Limits B. OX Contractors Automatic Additional Insured N. [ Fellow E_rrployee Coverage Coverage—Ongoing Operations O. F_X] Property Damage to the Named Insureds Work C. [X Automatic Waiver of Subrogation P. U Care,Custody or Control D. U Extended Notice of Cancellation, Nonrenewal Q X Bectronic Data Liability Coverage E U Unintentional Failure to Disclose Hazards R X Consolidated Insurance Program Residual F. U Broadened Mobile Equipment Liability Caverage G. [X Personal and Advertising Injury-Contractual S. "X Automatic Additional Insureds—Managers or Coverage Lessors of Premises K OX Nonerrploymerrt Discrimination T. 11 Automatic Additional Insureds—State or Govemmental Agency or Political L U Liquor Liability Subdivisions—Permits or Authorizations J. X Broadened Conditions U. U Contractors Automatic Additional Insured Coverage—Completed Operations K X Automatic Additional Insureds—Equipment Leases V. 0 Additional Insured—Engineers, Architects or Surveyors L FX Insured Contract Extension-Railroad Property and Construction Contracts A PARTNERSFIP AND JOINT VENTURE EKTBVSION The following provision is added to SECTION II-WHO IS AN INSURED The last full paragraph which reads as follows: 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 is deleted and replaced with the following: With respect to the conduct of any past or present joint venture or partnership not shown as a Named Insured in the Declarations and of which you are or were a partner or member, you are an insured, but only with respect to liability arising out of 'your worn' on behalf of any partnership or joint venture not shown as a Named Insured in the Declarations, provided no other similar liability insurance is available to you for'your worm'in connection with your interest in such partnership or joint venture. GL-3088(09/11) -1- B. CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVE—ONGOING OPERA nONS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy, but only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury' caused, in whde or in part, by- 1. y1. Your acts or omissions;or 2- The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s)at the prgect(s)designated in the written contract. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply This insurance does not apply to"bodily ir>jury"or"property damage"occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s)at the location of the covered operations has been co roeted;or 2- That portion of'your worm' out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. This insurance is excess of all other insurance available to the additional insured,whether primary,excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be noncontributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. Q AUTOMATIC WAIVER OF SUBROGA nON Item 8. of SECnON IV- CMUERCIAL COAL LIABILITY CONDITIONS, is deleted and replaced with the following: 8. Transfer of Rights of Recovery Against Others to Us and Automatic Waiver of Subrogaltion. a If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured mast do nothing after loss to impair those rights. At our request, the insured will bring"suit" or transfer those rights to us and help us enforce them b. If required by a written contract executed prior to loss, we waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of'your worm'for that person or organization. D. BM3Em NOTICE OF CANCELLATIOK NONRENEWAL Item Alb. of the COMMON POLICY CONDITIONS , is deleted and replaced with the following: Alb. 60 days before the effective date of the cancellation if we cancel for any other reason. Item 9. of SECTION IV- CMWERCIAL GENER& LIABILITY CONDITIONS, is deleted and replaced with the following: 9. V*EN WE DO NOT RENEW GL-3088(09/11) -2- a If we choose to nonrenew this policy, we will mail or deliver to the first Named Insured shoran in the Dedarations written notice of the nonrenewal not less than 60 days before the expiration date. bL If we do riot give notice of our intent to nonrenew as prescribed in a above, it is agreed that you may extend the period of this policy for a maximum additional sbdy(60) days from its scheduled expiration date. Were not otherwise prohibited by law, the odsting temps, conditions and rates will remain in effect during that extension period. It is further agreed that so long as it is not otherwise prohibited by law, this one time sixty day extension is the sole remedy and liquidated damages available to the insured as a result of our failure to give the notice as prescribed in 9. a above. E LI INTENTIONAL FAILURE M DISCLOSE HAZARDS Although we relied on your representations as to odsting and past hazards, if unintentionally you should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. F. BROADENED MOBILE EQUPMENT Item 121:L of SECTION V-DE RNIIIONS , is deleted and replaced with the following: 12b. Vehicles maintained for use solely on or next to premises, sites or locations you anon, rant or OCCUPY. C% PERSONAL AND ADVERTISING INJURY-CONTRACTUAL COVE Exclusion 2e of SECTION I,COVERAGE B is deleted. K NONEMIADYNENT'DISCRIMNAMON Unless"personal and advertising injury'is excluded from this policy Item IAL of SECTION V-DEFINITIONS , is amended to indude: "Personal and advertising injury" also means arbarrassrnent or humiliation, mental or emotional distress, physical illness, physical impaimnent, loss of earring capacity or monetary loss, which is caused by"ciscrimination." SECTION V-DERNIIIONS , is amended to indude: "Discrimination" means the unlawful treatment of individuals based on race, color, ethnic origin, age, gender or religion. Item 2 Exclusions of SECTION I,COVERAGE B , is amended to indude: "Personal and advertising injury" arising out of "discrimination" directly or indirectly related to the past employment, employment or prospective employment of arty person or lass of persons by any insured; "Personal and advertising injury" arising out of "discrimination" by or at your, your agents or your "employees!'direction or with your,your agents or your"employees"knowledge or consent; "Personal and advertising injury' arising out of "discrimination" directly or indirectly related to the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of arty dwelling, permanent lodging or premises by or at the direction of any insured;or Fines, penalties, specific performance or injunctions levied or imposed by a governmental entity, or govemmix tal code, law,or statute because of"discrimination." Ci-3088(09/11) -3- I. UCXM L UOLTTY Exclusion Zr- of SECTION I,CONS A , is deleted. J. BROADENED CONDTIIONS Items 2.a and 2b. of SECTION IV- COMMERCIAL COAL UABILJiY CONDITIONS, are deleted and replaced with the following: 2. Duties In The Event Of O=rrence,Offense,Claim Or Suit: a You must see to it that we are ratified of an "oocurnence" or an offense which may result in a claim as soon as practicable after the "oocumenoe" has been reported to you, one of your officers or an"employee"designated to give notice to us. Notice should include: (1) How,when and where the"oocurrard'or offense took place; (2) The names and addresses of any injured persons and witnesses;and (3) The nature and location of any injury or damage arising out of the"occumenoe"or offense. b. If a claim is made or"suit"is brought against any insured,you must: (1) Record the specifics of the claim or "suit" and the date received as soon as you, one of your officers,or an"employee"designated to record such infometion is notified of it;and (2) Notify us in writing as soon as practicable after you, one of your officers, your legal department or an "employee" you designate to give us such notice learns of the dams or "suit." Item 2& is added to SECTION IV-COLT11EIRC1AL GENERAL UABILJiY CONDITIONS 2.e. If you report an "occurrenoe" to your workers compensation insurer which develops into a liability claim for which coverage is provided by the Coverage Forms failure to report such"oocurnenoe"to us at the time of "oocurnenod' shall not be deemed in violation of paragraphs 2.a, 2b., and 2.c. However, you shall give written notice of this "occurrence" to us as soon as you are made aware of the fact that this"oocumenoe"may be a liability claim rather than a workers compensation claim K AUTOMATIC ADDITIONAL IN SLI EDS-EQUPMEN T LEASES SECTION II - VMHO IS AN INSURED is amended to include any person or organization with whom you agree in a written equipment lease or rental agreement to name as an additional insured with respect to liability for"bodily injury', "property damage"or"personal and advertising injury caused, at least in part, by your maintenance, operation, or use by you of the equipment leased to you by such person or organization,subject to the following additional exclusions. The insurance provided to the additional insured does not apply to. 1. "Bodily injury or"property damage"occurring after you cease leasing the equipment. 2. "Bodily injury'or"property damage"arising out of the sole negligence of the additional insured. 3. "Property damage"to: a Property owned, used or occupied by or rented to the additional insured;or b. Property in the care, custody or control of the additional insured or over which the additional insured is for any purpose exercising physical control. Ci 3068(09/11) -4- This insurance is excess of all other insurance available to the additional insured,whether primary,excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurarce will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. EkA with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. L INSURED CONTRACT EXTENSION-RAILROAD PROPERTY AND CONSTRUCTION CONTRACTS Item 9.of SECTION V-DEFINITIONS , is deleted and replaced with the following. 9. "Insured Contract"means: a A contract for a lease of premises. Fbvue�ver, 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 you or temporarily occupied by you with permission of the owner is riot an"insured contract'; b. A sidetrack agreement; a 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 your business (including an imlemiific:ation of a municipality in connection with work performed for a municipality) under Mich you assume 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 therm if that is the primary cause of the injury or damage;or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insureds rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. M CONSTRUCTION PROJECT CENEAAL AGGAEWE UMTS This modifies SECTION III-UMTS OF INSURANCE A For all sums which can be attributed only to ongoing operations at a single construction project for Mich the insured becomes legally obligated to pay as damages caused by an "occurrence" under SECTION I-COVES A, and for all medical expenses caused by accidents under SECTION I - COV C: C-L-3068(09/11) -5- 1. A separate Canstniction Project General Aggregate Limit applies to each oonstnidion project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2 The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury' or "property damage" included in the "products-completed operations hazard," and for medical expenses under COVERAGE C regardless of the number of: a Insureds; b. Claims made or"suits!'brought;or a Persons or orgarizations maldng claims or bringing"suits." 3. Any payments made under COVE A for damages or under COVERAGE C for medical expenses shall reduce the C x1rudion Project General Aggregate Limit for that construction project. Such payments shall riot reduce the General Aggregate Limit shown in the Declarations nor shall they reduce arty other Construction Project General Aggregate Limit for arty other construction project. 4k The limits shown in the Declarations for Each Occurrence, Fre Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Limit. 6L For all sums which cannot be attributed only to ongoing operations at a single constnudion project for which the insured becomes legally obligated to pay as damages caused by an "occurrence" under SECTION I - COVERAGE A, and for all medical expenses caused by accidents under SECTION I-CONS C : 1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products- Corrpleted Operations Aggregate Limit,whichever is applicable;and 2 Such payments shall not reduce any Caistrudian Project General Aggregate Limit. C. Payments for damages because of "bodily injury' or "property damage" included in the "produds- completed operations hazard' will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. Q If a construction project has been abandoned, delayed, or 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. E The provisions of SECTION III - UMTS OF INSURANCE not otherwise modified by this endorsement shall continue to be applicable. N. FELLOW EMPLOYEE COVERAGE Exdusion 2e. Employers Liability of SECTION I, COVERAGE A, is deleted and replaced with the following: 2e. "Bodily injury'to (1) An"employee"of the insured arising out of and in the course of: (a) Employment by the insured;or (b) Performing duties related to the conduct of the insureds business;or GL-3088(09/11) -6- (2) The spouse, child, parent, brother or sister of that "employee" as a consequence of paragraph(1)above. This exclusion applies: (1) Whether the insured may be liable as an employer or in any other capacity,and (2) To arty obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does riot apply to: (1) Liability assumed by the insured under an"insured contract';or (2) Liability arising from any action or omission of a co-"employee" while that co-"employee" is either in the course of his or her employment or performing duties related to the conduct of your business. Item 2.a(1xa) of SECTION II-VIA-10IS AN INSURED , is deleted and replaced with the following: 2.a(1xa) To you, to your partners or members (if you are a partnership or joint venture) or to your members (if you are a limited liability company), or to your "volunteer workers" while performing duties related to the conduct of your business. O: PROPERTY DAMAGE TO THE NAMED INSUREDS WORK Exclusion I of SECTION I,COVE A is deleted and replaced with the following: I. Denvp to Your Work "Property damage" to 'your work' arising out of it or arty part of it and included in the "products completed operation hazard." This exclusion applies only to that portion of any loss in excess of$50,000 per occurrence if the damaged work and the work out of which the damage arises was performed by you. This exclusion does riot apply if the darned work or the work out of which the damage arises was performed on your behalf by a subcontractor. P. CARE,CUSTODY OR CONTROL Exclusion 2.1.4 of SECTION I,COVERAGE A is deleted and replaced with the following: 2.j.4 Personal property in the care, custody or control of the insured. However, for personal property in the care, custody or control of you or your"employees," this exclusion applies only to that portion of any loss in excess of$25,000 per occurrence,sL4ect to the following temps and conditions: (a) The most that we will pay under this provision as an annual aggregate is$100,000, regardless of the number of occurrences. (b) This provision does riot apply to "employee" owned property or any property that is missing where there is not physical evidence to show what happened to the property. (c) The aggregate limit for this coverage provision is part of the General Aggregate Limit and SECTION III-UMTS OF INSURANCE is changed aeoordingly. (d) In the event of damage to or destruction of property covered by this exception, you shall, if requested by us, replace the property or furnish the labor and materials necessary for repairs thereto,at actual cost to you, exclusive of prospective profit or overhead charges of any nature. GL-3068(09/11) -7- (e) $2,500 shall be deducted from the total amount of all sums you became obligated to pay as damages on account of damage to or destruction of all property of each person or organization, inducing the loss of use of that property, as a result of each "occurrence." Our limit of liability under the emb-sament as being applicable to each "oocurrerce" shall be reduced by the amount of the deductible indicated above; however, our aggregate limit of liability under this provision shall rat be reduced by the amount of such deductible. The conditions of the policy, including those with respect to duties in the event of "occurrence," claims or "suit" apply irrespective of the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or"suit" and, upon notification of the action taken, you shall prorrptly reimburse us for such part of the deductible amount as has been paid by us. Q ELECTRONIC DATA LIABILITY COVE 1. Emdusion 2p. EkftDNc Data of SECTION I, COVERAGE A, is deleted and replaced with the following: 2p. Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data"that does rat result from physical injury to tangible property. 2. The following defirition is added to SECTION V—DEFIN ONS: "Dectronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from cornputer software (inducting systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devioes or any other media which are used with electronically controlled equipment. 3. For the purposes of this coverage, the definition of "properly damage" in SECTION V — DEFINITIONS is replaced by the following: "Property damage"means: a Physical injury to tangible property, including all resulting loss of use of that property. Al 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. Al such loss of use shall be deemed to occur at the time of the"oocurrenoe"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 riot tangible property. R OON OUCATED INSURANCE PFKXN A FIE IDUAL LIABILITY COVE With respect to `godly injury', "properly damage", or 'personal and advertising injury' arising out of your ongoing operations;or operations included Wthin the"products-corrpleted operations hazard',the policy to Mich this coverage is attached shall apply as excess insurance aver coverage available to`you" under a Consolidated Insurance Program (wc h as an Owner Controlled Insuranoe Program or Contractors Controlled Insurance Program). Coverage afforded by this endorserrierit does rat apply to any Consolidated Insurance Program involving a "residential project" or any deductible or insured retention, specified in the Consolidated Insurance Program The following is added to Section V—Defir iidons CL-3088(09/11) -& "Residential project"means any project where 301/6 or more of the total square foot area of the structures on the project is used or is intended to be used for human residency. This includes but is riot limited to single or murdfamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments and appurtenant structures (inducing pools, hot tubs, detached garages, guest houses or any similar structures). A"residential project' does not include military owned housing, college/university owned housing or dormitories, long term care facilities, hotels, motels, hospitals or prisons. All other tams, provisions, exclusions and limitations of this policy apply. S. AUTOMATIC ADDMONAL IRDS-MANAGERS OR LESSORS OR PREMISES SECTION II—VYW IS AN INSURED is amended to include: Any person or organization with %horn you agree in a written contract or written agreement to name as an additional insured but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises, designated in the written contract or written agreement, that is leased to you and subject to the following additional exclusions: This insurance does not apply to: 1. Any"occurrence"which takes place after you cease to be a tenant in that premises. 2 Structural alterations, new construction or demolition operations performed by or on behalf of the adcitional insured listed in the written contract or written agreement. This insurance is excess of all other insurance available to the additional insured,whether primary,excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. T. AUTOMATIC ADDITIONAL INSUFIEDS — STATE OR OONEIiN ENTAL AGENCY OR POL MCAL SUBDMSICNS—PER rM OR AUTHORIZATIONS SECTION II — VVHO IS AN INSURED is amended to include any state or govemmental agency or subdivision or political subdivision with whore you are required by written contract, ordinance, law or building code to name as an additional insured subject to the following provisions: This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. This insurarnoe does not apply to: 1. "Bodily injury', `property damagd' or "personal and advertising irjury' arising out of operations performed for the federal govemment,state or municipality;or 2 "Bodily injury'or`property damagd'induded within the"produc tss-corToeted operations hazard'. This insurance is excess of all other insurance available to the additional insured,whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be man-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance W11 be excess. U. CONTRACTORS AUTOMATIC ADDITIONAL INSURED —COMPLETED OPERATIONS Ci 30138(09/11) -9- SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy for completed operations, but only with respect to liability for"bodily injury' or"property damage" caused, in whole or in part, by 'your work" at the project designated in the contract, performed for that additional insured and included in the"products-oornpleted operations hazard". This insurance is excess of all other insurance available to the additional insured,whether primary,excess, oorbngent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Dedarations and we will not require oontribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. V. ADDITIONAL Ifs—ENC>yNEE11%AROV EM OR SURVEYORS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any architect, engineer or surveyor who is required by written contract to be an additional insured on your policy,but only with respect to liability for"bodily injury', "property damage" or"personal and advertising injury' caused, in Mole or in part, by. 1. Your acts or omissions;or 2 The acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. This includes such architect, engineer or surveyor, who may not be engaged by you, but is contractually required to be added as an additional insured to your policy. With respect to the insurance afforded to these additional insureds, the following additional exiclusion applies: This insurance does not apply to "bodily injury", "properly damage" or "personal and advertising injury' arising out of the rendering of or the failure to render any professional services, including: 1. The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders,designs or specifications;or 2 Supervisory,inspection or engineering services. This insurance is excess of all other insurance available to the additional insured,whether primary,excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respell to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. C-L-3088(09/11) -10- POLICY NU 43B:t CAP 3 665 466 COM ERCIAL AUTO CA20481013 THIS CHANGES THE POLICY. PLEASE READ IT CAREFL LLY. DESIGNATED INSURED FOR COVERED AUTOS UABIUTY COVERAGE This endorsernent modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM Wth respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsernent. This endorsement identifies person(s) or organization(s) who are"insureds"for Cornered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form This endorserrient does not after coverage provided in the Coverage Folin This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Ii ms Endorsement E fecUw Date: L SCH- ED E Name Of Pason(s)Or Orciart Wor(s): Any person or organization for whom the named insured has agreed by written "insured contract" to designate as an additional insured subject to all the provisions and limitations of this policy. Information mquired to conlAete this Schedule, if not shown above,will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph Al. of Section II - Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Fomes and Paragraph 1322 of Section I - Covered Autos Coverages of the Auto Dealers Coverage Form CA20481013 ©Insurance Services Office, Inc.,2011 Page 1 of 1 POLICY IFIL BER: CAP 3 665 466 COMVERCIAL AUTO CA04441013 THIS ENM9SBAENT CHANGES THE POLICY PLEASE READ rr CAREFULLY. WAIVER OF TRANSFER OF RIGHM OF REOOVERY AGAINST aniERS TO US(WAIVER OF llol) This endorsement modifies insurance provided under the follawing: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsernent, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsernent changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: EnWar semerrt Effective Dole: SCHEDULE Nan*s)Of%souXs)Or Organization(s): "Any person or organization for whom the named insured is operating under written contract when such contract requires a waiver of subrogation." Infomhation required to cornplete this Schedule, if riot sham above,will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does riot apply to the person(s) or organization(s) sham in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the 'loss" under a contract with that person or organization. CA 04 44 10 13 ©Insurance Servioes Office, Inc.,2011 Page 1 of 1 WORKERS CONPE4SAT1011Y AND ENFLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed.6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS E�DORSEVBYT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A of the Information Mage. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this vvdver applies orgy with respect to bodily ir>ury arising out of the operations described in the Schedule where you are required by a w►itten contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Vlfaiver Name of person or organization (X) Blanket Vubiver Any person or organization for whorn the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premum Incl . The premium charge for this endorsement shall be VRS percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium Incl . This enclorsement changes the policy to which it is attached and is effective on the date issued unless otherAse stated. (The intbrTri on below is required only when this endorsement is issued subsequent to preparation of the policy) Endorsement Bfective Policy No. Endorsement No. Insured 03/01/2018 WC-3665463 Premium Insurance Company Countersigned by WC 42 03 04 B (Ed.6-14) Copyright 2014 National Council on Compensation Insurance, Inc.Al Rights Reserved. 0061 25- I CERTIFICATE OF INSURANCE Page l of 1 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised July 1,2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febnoty 2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article l —Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 —Contract Documents: Intent, Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents................................................................................................................... 10 3.06 Electronic Data............................................................................................................................ 1 1 Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... 11 4.01 Availability of Lands .................................................................................................................. 11 4.02 Subsurface and Physical Conditions .......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions............................................................................. 12 4.04 Underground Facilities ............................................................................................................... 13 4.05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site.............................................................................. 14 Article 5 —Bonds and Insurance ..................................................................................................................... 16 5.01 Licensed Sureties and Insurers ................................................................................................... 16 5.02 Performance, Payment, and Maintenance Bonds....................................................................... 16 5.03 Certificates of Insurance............................................................................................................. 16 5.04 Contractor's Insurance................................................................................................................ 18 5.05 Acceptance of Bonds and Insurance; Option to Replace........................................................... 19 Article 6—Contractor's Responsibilities........................................................................................................ 19 6.01 Supervision and Superintendence............................................................................................... 19 CITY OF FORT WOR ITi STANDARD CONSTRUCTION SPECIFICA'I ION DOCUMENTS PROJEC['NO. 100543:Lake Worth Dam Improvements Project Revision:FebriKn"2,201 6 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties ...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 [ndemnification .........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8 -City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager ............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work ..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:FebriMry 2,2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 1 1 -Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement......................41 1 l.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 -Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14- Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title ...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims ........................................................................................................................57 Article 15 - Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Tenninate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WOR'111 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO, 100513:Lake Worth Dam Improxements Project Rex ision:Febnan'?2016 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fcbmary 2,2016 00 72 00-I GENERAL CONDITIONS Page I of 63 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. L Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is triable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Ativard–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. 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. 11. Birzzsativ–City's on-line, electronic document management and collaboration system. 12. Calendar Dav–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WOR'FH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Eebivan 2,2016 00 72 00-1 GENERAL CONDITIONS Page 2 463 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor 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. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Docztments—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and(ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:FebnM 2,2016 00 72 00-1 GENERAL CONDI(TONS Pa,-,e 3 ot'63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day—A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development— The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Draivings—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. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order— A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTI I S FANDARD CONSTRUC`ITON SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvcments Project Revision:FebnLn 2,2016 00 72 00-1 GENERAL CONDITIONS Page 4 of 63 38. 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. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardoars Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardoars Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. 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. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item– An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans– See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febmar)2,2016 00 72 00-1 GFNERAL CONDITIONS Page 5 oT63 51. Project Schedide—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. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. 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. 58. 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. 59. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City 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 which are designated for the use of Contractor. 61. 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. 62. 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. CITY OF FORT WORT FI S FANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fcbmu-,2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. 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. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. 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. 68. 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. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. 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. 71. 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 Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. 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 1.023 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fcbmary 2,2016 00 72 00-1 GFNERAI.CONDITIONS Page 7 ol'63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. 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. D. 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. E. 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. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH S'EANDARD CONSTRIJC"PION SPLCIFIUA CION DOCUMENTS PROJI?C'T NO. 100543:Lake Worth Dam Improvements Project Rei ision:I'dnio y 2,2016 00 72 00-1 GENERAL CONDI"PIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 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. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:February 2,2016 00 72 00-1 GENERAL CONDI VIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 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 of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such 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. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 1M43:Lake Worth Dam Improvements Pro.ject Revision:Febrnkuy2,2016 00 72 00-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: I. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 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 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; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febmary2,2016 00 72 00- 1 GENERAL CONDITIONS Page I I of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract. Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTI I STANDARD CONS IRUC"IION SPECIFICATION DOCUMENTS PROJECT NO. I00543:Lake Worth Dam Improvements Project Revision:Fd nauv 2,2016 00 72 00-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fcbnuuy 2,2016 00 72 00-1 GENERAL CONDITIONS Pagc 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: I. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.- The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.- 1. ndicated:1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improaements Project Revision:Febnku}2,2016 00 72 00-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drativings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the S ite. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febm,,)r 2.2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fidlest extent permitted by Laws and Regulations, Contractor shall indemnifv 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 a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn , any individual or entity from and against the consequences of that individual's or entity's oivn negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUC ZION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Rei inion:Febtun 2,2016 00 72 00-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 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 coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, 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 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 tenninated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.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 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary 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. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured"on all liability policies. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIF[CAHON DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febnwy 2,2016 00 72 00-1 GENERAL CONDI i IONS Pare 17 of 63 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 the Supplementary Conditions 6. 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. 7. 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. 8. 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. 9. Policies shall have no exclusions by endorsements, which, neither nullity 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%. 10. 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 CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMFNIS PROJEC F NO. 100543:Lake Worth Dam Improvements Project Revision:Febnwn 2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. 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. 12. 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. 13. 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. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 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. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.100543:Lake Wath Dam Improvements Project Revision:Febmary2,2016 007200-1 GFNI RAI.CONDITIONS I'age 19 oF63 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. 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 (if identified in the Supplementary Conditions). 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. 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 requirements identified in the Supplementary Conditions. 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. 5.05 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-confonnance with the Contract Documents, the 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 City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the 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 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence 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 perfonm the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WOR FI I STANDARD CONSTRUC HON SPLCIFICA I[ON DOCUMI?NTS PROJEC I NO. 100543:Lake Worth Dam Improccments Project Re%ision:Fehnun'_,2016 007200-1 GENERAL CONDII IONS Page 20 of 63 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. 6.02 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 coinmunication) 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. 6.03 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. CITY OF FORT WORTI I STANDARD CONS'FRUC'IION SPECIFICATION DOCUMLN FS PROJECT NO. 100543:Lake Worth Dam hnpro�cments Project ReN inion:FchnwR 2,3016 0072 00-1 GI:NI RAI.CONM I IONS P pec 21 of 63 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. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 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 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Tillie shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 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: 1f 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 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTIi STANDARD CONS"TRUCTION SPECIFICATION DOCI IMLN I'S PROJF.C'I'No. I00�43:Lake Worth Dam Improcenunls Project Recision:Fcbnun 2.2016 007200-1 GENERAL CONDITIONS Page 22 of63 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 perfonnance 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 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 6.05.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 0l 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) 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; CITY OF FORT WORTI I s"TANDARD CONSTRUCTION SPECIFICATION DOC'UMIATS PROJECT NO. 100543:Lake Worth Dam Impro%ements Project Re%ision:Fctmen 2,2016 00 72 00-1 GENT{RAI.CONDITIONS Pa,,e 23 of 63 c) 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: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 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 6.05.A.2. C. Cih7's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. 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 indemni& and hold harmless Citv and anyone directly or indirectly employed by thein fi-oin and against anv 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 6.05.A.2 and 6.05.13. 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 (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTI I STANDARD C'ONS'IRUCIION SPIICII'1CATION DOC'tJMI{NTS PROJEC I No. I00�43:Lake Worth Dam ImproNements Project Revision:Echm.u,,2,2016 00 72 00-1 GENFRAI.CONDITIONS Page 2.1 of 63 G. Citi, Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 tiles in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. 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. E. 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: CITY OF FORT WORTH STANDARD CONS I'RUCIION SPECIFICATION DOCt1Ml?NTS PROJEC"I'NO. 100543:Lake Worth Dam ImproNements Project Recision:Febaun 2,2016 007300- 1 GENERAL CONDITIONS PaEe 35 of63 I. 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. F. 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. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. 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 the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pav 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 detennined 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. Penaltyfor 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 Citta Determination of Goocl 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 3 I st 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 detennination of the violation. CITY OF FORT WOR 111 STANDARD CONS"IRUC IION SPI:('ILIC'ATION DO0IMFNTS PROX,,( I No. 100543:Lake Worth Dam Improvements Project Revision:Pcbncin 2,2016 00 72 00-1 GF.NI?RAL C'ONDII IONS Page 26 of 63 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 l lth 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 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. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Lativs 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, infringernent of patent rights or copyrights incident to the ruse in the performance of the Work or resulting from CITY OF FORT WOR fH STANDARD CONSTRUCTION SPEC'IFICA'FION DOC'IIMFN"FS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fehncv�2,2016 007200- 1 GI:NLRAI.CONDI IIONS Page 27 of 63 the incorporation in the Work of anv invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained pennits and licenses. Contractor shall obtain and pay for all construction pen-nits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.8. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are pen-nits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits I Texas Commission on Environmental Quality Permits 4. Railroad Company Pen-nits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to pen-nits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding pen-nits and licenses. 6.10 Lalcs 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 CITY OF FORT WOR rI I STANDARD CONSTRUCTION SPIiC'[FICATION DOCI IMI(N I S PROJI:C`['NO. 100543:Lake Worth Dant hnprocemcnts Project Recision:Fd)iun Z,3016 007200-1 GLNLRAL CONDITIONS Page 28 of 63 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 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Tares A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: I. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. 1Tttp://��'wk�,.�k,indokk,.state.tx.us/taxinlo/taxfonns/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas.- 1. reas: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 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. CITY OF FORT WORTH sTANDARD CONSTRUCTION SPECIPICA"LION DOCUMENTS PROJEC"I'NO. 100543:Lake Worth Dam Improvements Project Revision:Lcbiun 2,2016 007200- 1 GI:NFIRAl,C ONDII IONS Page 39 ot'63 3. Should any Damage Claim be made by any such owner or occupant because of the perfonnance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless Citv, from and against all claims, costs, losses, and damages arising out of or relating to aq.v claim or action, legal or equitable, brought bY any such o44,ner or occupant against Citv. 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, 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 the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. 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 pen-nit 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. 6.13 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 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. 6.14 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC'IFIC'ATION DOCUMENTS PROJEC I No. 100543:Lake Worth Dam Impmcements Project Recision:Fdmun 2,2016 007200-1 GENERAL.CONDITIONS Page 30 of 63 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 6.14.A.2 or 6.14.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. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 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. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUC'["ION SPECIFICATION DOC(JWN'FS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:FcbnuR 2,2016 007200-1 GLALRAL CONDITIONS Paas 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. I. 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 6.18.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 6.18.C. CITY OF FORT WORTH S'f ANDARD CONSTRUC TION SPI'. 11 ICA![ON DO(J)WNNI S PROJFC T NO. 100543:Lakc Worth Dam Improecmcnls Prnjcc( Rei inion:Fch ur,3,31116 007200- 1 CiFNI:RAI.CONDITIONS Page 32 of63 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. 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. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractors 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SI'ECII'ICA"TION DOCUMI?NTS PROJECT NO. 100543:bake Worth Dam Improvements Project Recision:Fe[mmn 2,2016 007200-I GLNERAL CONDITIONS Page 33 oC63 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 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 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 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 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 CITY OF FORT WOR 111 STANDARD MNSIRUC TION SPLCIPICA IION DOCI JMENTS PROJECT NO. I00543:Lake Worth Dam Improvements Project Revision:I of mw�2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 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. 6.22 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. 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 6.22, 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 6.18.C. 6.23 Right to Audit A. 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. B. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febnimy Z 2016 007'_(10- 1 GliNI:RAL('OND[I IONS Pa,e 3 i ot'6 3 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. C. 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. 6.24 NondlSCYI/771natlO77 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. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Relatecl Work at Site A. City may perforin 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 tit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT W0101 S IANDARD CONSTRIX HON Sill V FICC ION DO('I IN,WNTS PROJECT NO. 100iT3:Lake Worth Dam Impros ements Project Recision:Fchacm?.?016 00 72 00-1 GENERAL CONDITIONS Page 36 oF63 7.02 Coordination A. If City intends to contract with others for the perfonnance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Dare City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTI I STANDARD C'ONSTRUC'ITON SI'ECIFICA'FION DOCIIMEN"FS PROJEC'I'NO. 100543:Lake Wonh Dam Improvements Project Revision:Fd)nia v 2,2016 00 72 00-1 GF.NFRAI CONDITIONS Page 37 of 6 8.07 Limitations on Cit►''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 6.14. 8.08 Undisclosed Hazardous Enviionmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safeh,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 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 Citv's Project Manogei- City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here >. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTI I STANDARD CONSIRUC IION SI'FCII'ICATION DOCUMrN"FS PROJFC F NO. 100543:Lake Worth Dam Improvements Project Revision:khr n 2,_'016 007200-1 GFNFRAI,CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager 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 and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager 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 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager 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). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 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 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, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Imprmements Project Recision:Fcvnnu-2,2016 00 7200-1 GliNFRAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Chunge Orders A. City and Contractor shall execute appropriate Change Orders covering: I. changes in the Work which are: (1) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 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. CITY OF FORT WORTH S1 ANDARD CONSTRUCTION SPFCIFICATION DOCt IMF.N I'S PROJEC F NO. 100513:Lake Worth Dam Improvements Project Revision:Fehnun?.2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febmazy Z 2016 00 72 00-1 GF.NI{RiV.CONDITIONS Page 41 oE63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 1 1.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WOW1 I STANDARD C'ONSTRUCIION SPI'VIFICATION DOCUMLN FS P1W1LCh NO. 10043:Lake Worth Dam Improvements Project Recision:FLbauN'_,2016 007200-1 GENERAL CONDITIONS Page 43 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONST RUCTION SPIiCIPICAIION DOCUMENTS PROJHCT NO. IOW 43:Lake Worth Dam Improcemcnts Project Re%ision:Febnan'2,2016 00 72 00- 1 GI{NLRAI.CY)NDIIIONS Pane 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 1 1.0I.A.I or specifically covered by Paragraph 11.0l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be detennined pursuant to Paragraphs I1.0I.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allo)vances A. Specified Allotivance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allo)vanccs: 1. Contractor agrees that: CITY OF FORT V M CI I S fANDARD CY)NSTRUC I[ON SlIF01 IC'A I ION DOC'1 IMFNTS PROJI.Cf Nt). 100543:Lake worth Dam Imprmcments Project Rc�ision:Fd nau-%2,2016 007200-1 GENERAL CONDITIONS Page 44 of'63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingencv Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPLCIPICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Recision:Pehnury 2,2016 007200-1 GFNFRAI.CONDITIONS Paee4i o1'63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WOR TI I ST ANDARD C'ONSTRUCI[ON SPE{CIFICAI]ON DOCIAWN VS PRO.111'I NO. 100143:Lake Worth Dam ImproNements I'rgject Recision:I:Lbnuu-\3,2016 00 72 00-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 1 1.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 1 1.01.A.4 and 1 1.0I.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCT ION SI'LCITICA PION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improccments Project Re\ision:I'd mart 2,3016 00 72 00-1 GHNF,RAL CONDI 1'10NS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0LA.1 and 11.0I.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 1 1.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change af'Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. 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. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH S VANDARD CONSTRUCTION SPECIFICATION DOCUMINI S PROJF.CTNO. 100543:Lake Wonh Dam Improvements Project Revision:Febn4u}2.3016 00 72 00-1 GENERAL CONDITIONS Page 48 oF63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice ofDefects 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. 13.02 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. 13.03 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 acceptable to 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 C ity. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 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. CITY OF FORT WORTI I S FANDARD CONSTRUCTION SPFCIFICA IION DOC AWN I S PROJI'.0 VNO. 100543:Lake Worth Dam hnpro�ements Project Recision:Fcbakn 2,2016 00 72 00-1 GIENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment 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. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 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. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay 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 uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City Mav 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECI'NO. 100543:Lake Worth Dam Improvements Project Revision:Febman,2,2016 00 72 00-I GENERAL CONDITIONS Page 50 o[63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 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 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 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 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 6.10.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. CITY OF FORT WORTI I STANDARD CONSTRUC-TION SPEC'IFIC'ATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febnaay2,2016 CO7200-I GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, 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 should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay 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) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, 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, reflecting the diminished value of Work so accepted. 13.09 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 13.06.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, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, 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 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 1005.13:Lake Worth Dam Improvements Project Revision:Fcbn4v-,2,2016 00 72 00-1 GENERAL CONDITIONS Page 52 oF63 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 13.09. ARTICLE 14— PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fehnuv ,2,2016 007200-1 GENERAL CONDI LIONS Page 53 of63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUC LION SPECIFICATION DOCUMI:NI'S PROJF.C'F NO. 100543:Lakc Worth Dam ImproNements Project Recision:Fcbiu-n 2,2016 00 72 00-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: L City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTI I STANDARD CONSTRUC["ION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febnmvy 2,2016 00 72 00-1 GENI:RAL.CONDITIONS Page>j of 63 14.04 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. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 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. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCtJMEN'fS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:FebuaiN 2,2016 007200-1 GENERAL CONDITIONS Page 56 oF63 14.07 Final Payment A. Application for Payment.• 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. 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. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. 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. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 57 oF63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 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 make no extra payment for stand-by time of construction equipment and/or construction crews. 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 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. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WOR"I H STANDARD CONSTRUCTION SPECIFICATION DOCITMENI'S PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fcbmarq 2,2016 007300-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-201lestablished under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Fchman 2,2016 00 72 00-1 GENF,RAL CONDI I IONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONS IRUCTION SPECIFICATION DOCUMENFS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febman 2,2016 00 72 00-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONS'FRUCFION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febaw�,2,2016 00 72 00-1 GENERAL CONDI"TIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16— DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Feb M,2,2016 00 72 00-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 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. 17.02 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. 17.03 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revision:Febma y 2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 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. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTI I STANDARD CONSTRUC'TION SPECIFICATION DOCUMENTS PROJECT NO. 100513:Lake Worth Dam Improvements Project Revision:Febnianr 2,2016 0073 00- 1 SUPPLEMENTARY CONDITIONS Page I of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01 A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.I.,"Availability of Lands" 34 35 The following is a list of known outstanding right-of-way,and/or easements to be acquired, if any as of 36 March 1, 2018: None 37 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised January 22,2016 00 73 00-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 SC-4.01A.2,"Availability of Lands" 3 4 Utilities or obstructions to be removed,adjusted,and/or relocated 5 6 The following is list of utilities and/or obstructions that have not been removed,adjusted, and/or relocated 7 as of March 1, 2018. 8 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None .... ... 9 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 10 and do not bind the City. 11 12 SC-4.02A.,"Subsurface and Physical Conditions" l3 14 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 15 16 The City shall make available to the selected Bidder all previous environmental analytical results and 17 investigation reports for surface and subsurface soils within the project area for purposes of generating the l8 necessary waste profiles for disposal as well as site health and safety plans for its employees. l9 20 The following are drawings of physical conditions in or relating to existing surface and subsurface 21 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 22 None. 23 24 SC-4.06A.,"Hazardous Environmental Conditions at Site" 25 26 The following are reports and drawings of existing hazardous environmental conditions known to the City: 27 See SC-4.02A 28 29 SC-5.03A.,"Certificates of Insurance" 30 31 The entities listed below are "additional insureds as their interest may appear" including their respective 32 officers,directors,agents and employees. 33 34 (1) City 35 (2) Consultant: Freese and Nichols, Inc. and Brittain&Crawford, LLC 36 (3) Other: None 37 38 SC-5.04A.,"Contractor's Insurance" 39 40 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 41 coverages for not less than the following amounts or greater where required by laws and regulations: 42 43 5.04A.Workers'Compensation, under Paragraph GC-5.04A. 44 45 Statutory limits 46 Employer's liability 47 S100,000 each accident/occurrence 48 5100,000 Disease-each employee CITY OF FORT WOR FH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:lake Worth Darn Improvements Project Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 S500,000 Disease- policy limit 2 3 SC-5.04B.,"Contractor's Insurance" 4 5 5.04B.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance 6 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 7 minimum limits of: 8 9 S1,000,000 each occurrence 10 S'_,000,000 aggregate lirnit 11 12 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance) making the 13 General Aggregate Limits apply separately to eachjob site. 14 15 The Commercial General Liability Insurance policies shall provide"X", "C", and"U"coverage's. 16 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 17 18 SC 5.04C.,"Contractor's Insurance" 19 5.04C.Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under 20 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 21 22 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 23 defined as autos owned, hired and non-owned. 24 25 S1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 26 least: 27 28 S250,000 Bodily Injury per person/ 29 S500,000 Bodily Injury per accident/ 30 S100,000 Property Damage 31 32 SC-5.04D.,"Contractor's Insurance" 33 34 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 35 material deliveries to cross railroad properties and tracks: None. 36 37 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 38 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 39 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 40 Entry Agreement"with the particular railroad company or companies involved,and to this end the 41 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 42 the right-of-entry(if any) required by a railroad company. The requirements specified herein likewise relate 43 to the Contractor's use of private and/or construction access roads crossing said railroad company's 44 properties. 45 46 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 47 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 48 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 49 occupy, or touch railroad property: 50 51 (1) General Aggregate: SConfirm Limits irith Railroad 52 53 (2) Each Occurrence: SCoyfnrm Limits with Railroad 54 CITY OP FORT WORTH STANDARD CONSTRUCTION SPEC[F[CAT[ON DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised Januarx 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 Required for this Contract X Not required for this Contract 2 3 With respect to the above outlined insurance requirements,the following shall govern: 4 5 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 6 the name of the railroad company. However, if more than one grade separation or at-grade 7 crossing is affected by the Project at entirely separate locations on the line or lines of the same 8 railroad company, separate coverage may be required,each in the amount stated above. 9 10 2. Where more than one railroad company is operating on the same right-of-way or where several 11 railroad companies are involved and operated on their own separate rights-of=way, the Contractor 12 may be required to provide separate insurance policies in the name of each railroad company. 13 14 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 15 railroad company's right-of-way at a location entirely separate from the grade separation or at- 16 grade crossing, insurance coverage for this work must be included in the policy covering the grade 17 separation. 18 19 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 20 way, all such other work may be covered in a single policy for that railroad, even though the work 21 may be at two or more separate locations. 22 23 No work or activities on a railroad company's property to be performed by the Contractor shall be 24 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 25 for each railroad company named,as required above. All such insurance must be approved by the City and 26 each affected Railroad Company prior to the Contractor's beginning work. 27 28 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 29 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 30 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 31 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 32 railroad company operating over tracks involved in the Project. 33 34 SC-6.04.,"Project Schedule" 35 36 Project schedule shall be tier 3 for the project. 37 38 SC-6.07.,"Wage Rates" 39 40 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 41 Appendices: 42 2018 Prevailing Wage Rates—Heavy and Highway Construction Projects 43 44 SC-6.09.,"Permits and Utilities" 45 46 SC-6.09A.,"Contractor obtained permits and licenses" 47 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 48 None 49 50 SC-6.09B."City obtained permits and licenses" 51 The following are known permits and/or licenses required by the Contract to be acquired by the City:None 52 53 54 SC-6.09C. "Outstanding permits and licenses" CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC'IFICAT'ION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 2 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of March 1, 3 2018: 4 5 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 6 7 SC-7.02.,"Coordination" 8 9 The individuals or entities listed below have contracts with the City for the performance of other work at 10 the Site: 11 Vendor Scope of Work Coordination Authority None I2 13 14 SC-8.01,"Communications to Contractor" 15 16 None 17 18 SC-9.01.,"City's Project Manager" 19 20 The City's Project Manager for this Contract is John Lopez,or his/her successor pursuant to written 21 notification from the Director of the Water Department. 22 23 SC-13.03C.,"Tests and Inspections" 24 25 None 26 27 SC-16.01C.1, "Methods and Procedures" 28 29 None 30 31 32 END OF SECTION CITY OF FORT WORTH S]ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO. 100543:Lake Worth Dam Improvements Project Revised Januarc 22,2016 DIVISION O1 - GENERAL REQUIREMENTS M 11 00- 1 SUMMARY OF WORK Page I of 5 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL d 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 SUMMARY OF WORK 13 14 A. Item No. 1 Storm Water Pollution Prevention Plan 15 1. Payment shall be at the pimp sum price bid for "Storm Water Pollution Prevention 16 Plan", which payment shall constitute full compensation for labor, materials. 17 equipment, tools, and incidentals necessary to complete the work as specified and 18 indicated on the plans. 19 B. Item No. 2. Mobilization and Demobilization 20 1. Pcnvnent shall be at the lump sum price bid.for "Mobilization and Demobilization 21 which pa'wnent shall constitute full compensation for labor, materials, equipment, 22 tools, crud incidentals necessar v to complete the work as specified and indicated on 23 the plans. Mobilization and demobilization shall be limited to five (5)percent of the 24 total base bid, exclusive of"Mobilization and Demobilization. " 25 C. Item No. 3: Clearing and Grubbing 26 1. Measurement and Payment shall be at the lump sum price bid for "Clearing and 27 Grubbing", which payment shall constitute full compensation for labor, materials, 28 equipment, tools, and incidentals necessary to complete the work, including 29 removal, disposal, and refilling of depressions. 30 D. Item No. 4: Care of Water During Construction 31 1. Pavment shall be at the hrmp sum price bid for "Care of Water During 32 Construction", lvhich payment shall constitute full compensation for•labor. 33 materials, equipment, tools, and incidentals necessary to complete the work as 34 specified including handling drain flow from the spillwm�and embankment drains, 35 and as indicated on the plans. 36 37 CITY OF FORT wOR Fl I STANDARD CONS TRIiCTION SPEC'IFICAlION DOC IIMF,N IS PROJECT NO.: 100543:Lake worth Dam Impro%ements Project Rex iced December 30,2012 011100.2 SUMMARY OP WORK Page 2 of 5 1 E. Item No. 5: Additional Rock Riprap 2 1. Pavment shall be the price per ton bid for "Additional Rock Riprap", which 3 payment shall constitute fill compensation for labor, materials, equipment, tools, 4 and incidentals necessary to purchase, transport, and place the material as 5 specified and indicated on the plans. Payment will be made at the unit price bid 6 regardless of the variation in quantity placed. 7 F. Item No. 6: Fencing Improvements 8 1. Pm�nient shall be at the price per linear foot price bid for "Fencing 9 Improvements", which payment shall constitute fiill compensation for labor, 10 materials, equipment, tools, and incidentals necessary to complete the work as 1 1 specified and indicated on the plans including all connections, gates, and 12 miscellaneous items. 13 G. Item No. 7: Handrails 14 1. Pcivment shall be at the price per linear foot price bid for "Handrails", which 15 pavment shall constitute frill compensation for labor, materials, equipment, tools, 16 and incidentals necessary to complete the work as specified and indicated on the 17 plans, including removal of the existing cable and post system. 18 H. Item No. 8: Concrete Slope Blockout Repairs 19 1. Payment shall be at the lump sum price bid for "Concrete Slope Blockout Repairs 20 which pavment shall constitute fill compensation for labor, materials, equipment, 21 tools, and incidentals necessary to complete the work as specified and indicated on 22 the plans including preparing the blockouts, providing all materials and completing 23 the items as detailed in the plans. 24 1. Item No. 9: Grout Repairs to Rock Riprap 25 1. Pavment shall be at the limp stem price bid for "Grout Repairs to Rock Riprap 26 which pgvment shall constitute fidl compensation far labor, materials, equipment, 27 tools, and incidentals necessary to complete the work as specified and indicated on 28 the plans for the two small areas hi the existing grouted rock riprap identified on 29 the plans. 30 J. Item No. 10: Manhole/Drain Improvements/Weir Bar 31 1. Pavment shall be at the lump stem price bid,for •'Manhole/Drain 32 Improvements/Weir Box", which pavment shall constitute fill compensation for 33 labor, materials, equipment, tools, and incidentals necessary to complete the work 34 as specified and indicated on the plans including the modification to the 35 embankment drain, installation of all improvements,piping, backfill, retnoval and 36 replacement of rock riprop, preparation of subgrade installation of all piping and 37 check valves and other miscellaneous items as required. 38 K. Item No. 11: Spillway Underdrains 39 L Pavment shall be at the lamp sum price bid for '•Spillwav Underdrains", which 40 pavment shall constitute frill compensation for labor, materials, equipment, tools, 41 and incidentals necessary to complete the work as specified and indicated on the 42 plans including cleaning the drains, replacement of the check valve in the drainage 43 manhole, cleaning of the strainer outlets on the drainage manhole and on the north 44 side of the spillway training wall. CITY OF PORT WOR I II STANDARD CONSTRUCiiON SPECIFICATION DOCUMENI'S PROJECT NO.: 100543:Lake Worth Dam improcenrents Project ReN iscd December 20,2012 011100-3 SUN1N1ARY OF WORK Pace 3 of> 1 2 L. Item No. 12: Grassing for Erosion Control 3 L Payment shall be at the lump slim price bid for "Grassing for Erosion Control 4 Ivhich Pavment shall constitute fill compensation for labor, materials, equipment, 5 tools, and incidentals necessary to complete the 4vork as specified and indicated on 6 the plans including all surface preparation, hydro-mulching, and maintenance as 7 required anti!final acceptance of the grass. 8 M. Item No. 13: Confined Space Entry Prograrn 9 1. Pavment shall be at the ltmtp sum price bid for "Confined Space Entrt' Prograrn 10 which pcivrnent shall constitute frill compensation for labor, materials, equipment, 11 tools, and incidentals necessary to complete the Ivork as specified and indicated on 12 the plans. 13 N. Item No. 14: Concrete Spall and Crack Repairs 14 1. Pgvnrent shall be at the price per square bid,for "Concrete Spall and Crack 15 Repairs", ivhich pcivment shall constitute jirll compensation for labor, materials, 16 equipment, tools, and incidentals necessary to complete the Ivork as specified and 17 indicated on the plans. Payment Ivill be made at the unit price bid regardless of the 18 variation in quantih°repaired. 19 O. Item No. 1 S: Miscellaneous Concrete Repairs 20 1. Pavment shall be at the price per cubic yard bid for "Miscellaneous Concrete 21 Repairs", Which payment shall constitute full compensation for labor, materials, 22 equipment, tools, and incidentals necessary to complete the Ivork as specif<ed and 23 indicated on the plans for the repair of the concrete on the spillhvgv structure 24 including all concrete removal,forming, placement of reinforcing steel and 25 anchors, and placement of concrete. Pavment will be made at the unit price bid 26 regardless of the variation in quantit},placed. 27 P. Item No. 16: Trench Safer, 28 1. Pavment shall he at the price per linear,foot hid_for "Trench Safety", Ivhich 29 palvnent shall constitute full compensation for labor, materials, equipment, tools, 30 and incidentals necessary to complete the work as specified and indicated on the 31 plans. 32 Q. Item No. 17: Caulking Joints on North Embankment Slope Paving 33 1. Payment shall be at the lump slim price bid for "Caulking Joints on North 34 Embankment Slope Paving", which pavment shall constitute full compensation far 35 labor, materials, equipment. tools, and incidentals necessary to complete the Ivork 36 as specified and indicated on the plans including the removal of all existing ccrrrlk, 37 cleaning of the joints, removal and placement of backer rod, and installation of new 38 joint sealant. 39 1.3 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment 41 1. Work associated with this Item is considered subsidiary to the various items bid. 42 No separate payment will be allowed for this Item. CITI'OF FORT WORTII S IANDARD CONSIRUC IION SPECIFICA IION DOCUMENTS PROJECT NO.: 100143:Lake worth Dam Improxements Project Revised December 1-0,201 2 01 11 00-4 SUMMARY OF WORK Page 4 of 5 1 1.4 REFERENCES [NOT USED] 2 1.5 ADMINISTRATIVE REQUIREMENTS 3 A. Work Covered by Contract Documents 4 1. Work is to include furnishing all labor, materials, and equipment, and performing 5 all Work necessary for this construction project as detailed in the Drawings and 6 Specifications. 7 B. Subsidiary Work 8 1. Any and all Work specifically governed by documentary requirements for the 9 project, such as conditions imposed by the Drawings or Contract Documents in 10 which no specific item for bid has been provided for in the Proposal and the item is 11 not a typical unit bid item included on the standard bid item list, then the item shall 12 be considered as a subsidiary item of Work, the cost of which shall be included in 13 the price bid in the Proposal for various bid items. 14 C. Use of Premises 15 1. Coordinate uses of premises under direction of the City. 16 2. Assume full responsibility for protection and safekeeping of materials and 17 equipment stored on the Site. 18 3. Use and occupy only portions of the public streets and alleys, or other public places 19 or other rights-of-way as provided for in the ordinances of the City, as shown in the 20 Contract Documents, or as may be specifically authorized in writing by the City. 21 a. A reasonable amount of tools, materials, and equipment for construction 22 purposes may be stored in such space, but no more than is necessary to avoid 23 delay in the construction operations. 24 b. Excavated and waste materials shall be stored in such a way as not to interfere 25 with the use of spaces that may be designated to be left free and unobstructed 26 and so as not to inconvenience occupants of adjacent property. 27 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 28 manner as not to interfere with the operation of the railroad. 29 1) All Work shall be in accordance with railroad requirements set forth in 30 Division 0 as well as the railroad permit. 31 D. Work within Easements 32 1. Do not enter upon private property for any purpose without having previously 33 obtained permission from the owner of such property. 34 2. Do not store equipment or material on private property unless and until the 35 specified approval of the property owner has been secured in writing by the 36 Contractor and a copy furnished to the City. 37 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 38 obstructions which must be removed to make possible proper prosecution of the 39 Work as a part of the project construction operations. 40 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 41 lawns, fences, culverts, curbing, and all other types of structures or improvements, 42 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 43 appurtenances thereof, including the construction of temporary fences and to all 44 other public or private property adjacent to the Work. CITY OF FORT WORTH S fANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 01 II00-5 SUMMARY OF WORK [)a,-,c i of 5 1 5. Notify the proper representatives of the owners or occupants of the public or private 2 lands of interest in lands which might be affected by the Work. 3 a. Such notice shall be made at least 48 hours in advance of the beginning of the 4 Work. 5 b. Notices shall be applicable to both public and private utility companies and any 6 corporation, company, individual, or other, either as owners or occupants, whose 7 land or interest in land might be affected by the Work. 8 c. Be responsible for all damage or injury to property of any character resulting 9 from any act, omission, neglect, or misconduct in the manner or method or 10 execution of the Work, or at any time due to defective work, material, or 11 equipment. 12 6. Fence 13 a. Restore all fences encountered and removed during construction of the Project 14 to the original or a better than original condition. 15 b. Erect temporary fencing in place of the fencing removed whenever the Work is 16 not in progress and when the site is vacated overnight, and/or at all times to 17 provide site security. 18 c. The cost for all fence work within easements, including removal, temporary 19 closures and replacement, shall be subsidiary to the various items bid in the 20 project proposal, unless a bid item is specifically provided in the proposal. 21 1.6 SUBMITTALS [NOT USED] 22 1.7 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.8 CLOSEOUT SUBMITTALS ]NOT USED] 24 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 25 1.10 QUALITY ASSURANCE [NOT USED] 26 1.11 DELIVERY,STORAGE, AND HANDLING [NOT USED] 27 1.12 FIELD ]SITE] CONDITIONS ]NOT USED] 28 1.13 WARRANTY ]NOT USED] 29 PART 2 - PRODUCTS ]NOT USED] 30 PART 3 - EXECUTION ]NOT USED] 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 32 CITY OF FORT %k OR I'II STANDARD CONS IRUCTTON SPI{C HACATTON DOCUMFN'I S PROJFCI"NO.: 100513:Lake Worth Dam Improvements Project Revised December 20-1012 01 25 00- 1 SUBSTI FUTION PROCEDURES Page ] of 5 1 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED) 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract(unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Juh 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 5 1 a. Or-equals are unavailable due to strike, discontinued production of products 2 meeting specified requirements, or other factors beyond control of Contractor; 3 or, 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 5 1.5 SUBMITTALS 6 A. See Request for Substitution Form (attached) 7 B. Procedure for Requesting Substitution 8 1. Substitution shall be considered only: 9 a. After award of Contract 10 b. Under the conditions stated herein 11 2. Submit 3 copies of each written request for substitution, including: 12 a. Documentation 13 1) Complete data substantiating compliance of proposed substitution with 14 Contract Documents 15 2) Data relating to changes in construction schedule, when a reduction is 16 proposed 17 3) Data relating to changes in cost 18 b. For products 19 1) Product identification 20 a) Manufacturer's name 21 b) Telephone number and representative contact name 22 c) Specification Section or Drawing reference of originally specified 23 product, including discrete name or tag number assigned to original 24 product in the Contract Documents 25 2) Manufacturer's literature clearly marked to show compliance of proposed 26 product with Contract Documents 27 3) Itemized comparison of original and proposed product addressing product 28 characteristics including, but not necessarily limited to: 29 a) Size 30 b) Composition or materials of construction 31 c) Weight 32 d) Electrical or mechanical requirements 33 4) Product experience 34 a) Location of past projects utilizing product 35 b) Name and telephone number of persons associated with referenced 36 projects knowledgeable concerning proposed product 37 c) Available field data and reports associated with proposed product 38 5) Samples 39 a) Provide at request of City. 40 b) Samples become the property of the City. 41 c. For construction methods: 42 1) Detailed description of proposed method 43 2) Illustration drawings 44 C. Approval or Rejection 45 1. Written approval or rejection of substitution given by the City CITY OF FORT WORM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Juh I,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 1 2. City reserves the right to require proposed product to comply with color and pattern 2 of specified product if necessary to secure design intent. 3 3. In the event the substitution is approved, the resulting cost and/or time reduction 4 will be documented by Change Order in accordance with the General Conditions. 5 4. No additional contract time will be given for substitution. 6 5. Substitution will be rejected if- 7 a. Submittal is not through the Contractor with his stamp of approval 8 b. Request is not made in accordance with this Specification Section 9 c. In the City's opinion, acceptance will require substantial revision of the original 10 design 11 d. In the City's opinion, substitution will not perform adequately the function 12 consistent with the design intent 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. In making request for substitution or in using an approved product, the Contractor 18 represents that the Contractor: 19 1. Has investigated proposed product, and has determined that it is adequate or 20 superior in all respects to that specified, and that it will perform function for which 21 it is intended 22 2. Will provide same guarantee for substitute item as for product specified 23 3. Will coordinate installation of accepted substitution into Work,to include building 24 modifications if necessary, making such changes as may be required for Work to be 25 complete in all respects 26 4. Waives all claims for additional costs related to substitution which subsequently 27 arise 28 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 PART 3 - EXECUTION [NOT USED] 33 END OF SECTION 34 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised July 1,2011 01 2500-5 SUBSTFFUIION PROCEDURES PaEe 5 of 5 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 78 79 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CH Y OF FORT WORTH STANDARD CONSTRUC IION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised July 1,2011 01 31 19- 1 PRFCONSTRUCI ION MET ZING Page IoC3 1 SECTION 0131 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forrns and Conditions of the Contract 12 2. Division I —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. PreconstrFlction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent CITY OF FORT WORT I I STANDARD CONS I RUC CION SPECIFICATION DOCUNIFNTS PROJFC F NO.: 100543:Fake Worth Dam Improaements Project Rccised AUflUSt 17,2012 01 31 19-2 PRF.CONSTRUCTION MFF1ING Page 2 oF3 1 d. Any subcontractor or supplier representatives whom the Contractor may desire 2 to invite or the City may request 3 e. Other City representatives 4 f. Others as appropriate 5 4. Construction Schedule 6 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 7 provide at Preconstruction Meeting. 8 b. City will notify Contractor of any schedule changes upon Notice of 9 Preconstruction Meeting. 10 5. Preliminary Agenda may include: 1 1 a. Introduction of Project Personnel 12 b. General Description of Project 13 c. Status of right-of-way, utility clearances, easements or other pertinent permits 14 d. Contractor's work plan and schedule 15 e. Contract Time 16 f. Notice to Proceed 17 g. Construction Staking 18 h. Progress Payments 19 i. Extra Work and Change Order Procedures 20 j. Field Orders 21 k. Disposal Site Letter for Waste Material 22 1. Insurance Renewals 23 m. Payroll Certification 24 n. Material Certifications and Quality Control Testing 25 0. Public Safety and Convenience 26 p. Documentation of Pre-Construction Conditions 27 q. Weekend Work Notification 28 r. Legal Holidays 29 s. Trench Safety Plans 30 t. Confined Space Entry Standards 31 U. Coordination with the City's representative for operations of existing water 32 systems 33 v. Storm Water Pollution Prevention Plan 34 w. Coordination with other Contractors 35 x. Early Warning System 36 y. Contractor Evaluation 37 z. Special Conditions applicable to the project 38 aa. Damages Claims 39 bb. Submittal Procedures 40 cc. Substitution Procedures 41 dd. Correspondence Routing 42 ee. Record Drawings 43 ff. Temporary construction facilities 44 g-g. M/WBE or MBE/SBE procedures 45 hh. Final Acceptance 46 ii. Final Payment 47 J. Questions or Comments 0I OF FORM'WORM I STANDARD CONSTRUCTION SPFCIFICAIION DOCUMI{NTS PROJECF NO.: 100543:Lake Worth Dam Improvements Project Revised August 17,2012 01 31 19-3 PRFCONS FRUCFION MFF IING Page 3 oF3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED[ 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED[ 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED[ 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CEIANGF 13 CITY OF FORT WORT II STANDARD CONST IWC FION SPFCIFICAIION DOCUMFNTS PROJFCF NO.: 100543:Lake Worth Dam Improvements Project Revised AUEL6I 17,201_2 01 31 20- 1 PROJECT MITI INGS Paee I of 3 I SECTION 0131 20 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations 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 Contract 13 2. Division l —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees CH Y OF FOR F WOR 111 S FANDARD CONS I RUCTION SPECIFICA I[ON DOCUMFN FS PROJECT NO.: 100 43:Eike Worth Dam Improvements Pro.ject Re%iced Julv I,201 1 01 31 20-2 PROJFCr MEI?'IINGS Page 2 or 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre-construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off-site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 l) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents CI fY OF FOR WOR]'11 S I'ANDARD CONS FRIICTION SPF.C'IFICn"ZION DOC UMEN"IS PROJECT NO.: 10043:Lakc Worth Dam Impro%emcnts Proico Re%isedJUI} 1,2011 01 31 20-3 PROJECT MF.F:IINGS Page 3 43 1 o. Review monthly pay request 2 p. Review status of Requests for Information 3 6. Meeting Schedule 4 a. Progress meetings will be held periodically as determined by the Project 5 Representative. 6 1) Additional meetings may be held at the request of the: 7 a) City 8 b) Engineer 9 c) Contractor 10 7. Meeting Location 11 a. The City will establish a meeting location. 12 1) To the extent practicable, meetings will be held at the Site. 13 1.5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE ]NOT USED] 18 LIO DELIVERY, STORAGE,AND HANDLING ]NOT USED] 19 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY ]NOT USED] 21 PART 2 - PRODUCTS ]NOT USED] 22 PART 3 - EXECUTION [NOT USED] 23 END OF SECTION 24 Revision Lou DATE NAME SUMMARY OF CHANGE. 25 CITY OF FORT WOR III STANDARD CONSIRUC HON SPFCIFICA IION DOCUMI?NTS PROJFC'T NO.: 100543:Lake Woith Dam Improvements Projcct Revised July 1,2011 013216- I CONSTRUC"IION PROGRESS SCFIFF)ULF Page I oFs 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 1 1 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: U 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 -No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. CITY OF FOR I WOR I l S FANDARD CONS I Rt ICIION SPECIFICATION DOC'UMF.NTS PRO.IECF NO.: 10043:Lake Worth Dam Improvements Project Revised Juh I,2011 01 32 16-2 CONSTRUCTION PROGRESS SCI IEDULL: Pa,e 2 oT5 1 3. Progress Schedule - Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative- Concise narrative of the schedule including schedule 4 changes, expected delays, key schedule issues, critical path items, etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Baseline Schedule 9 1. General 10 a. Prepare a cost-loaded baseline Schedule using approved software and the 1 1 Critical Path Method(CPM) as required in the City of Fort Worth Schedule 12 Guidance Document. 13 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 14 understanding of the work to be performed and known issues and constraints 15 related to the schedule. 16 c. Designate an authorized representative (Project Scheduler) responsible for 17 developing and updating the schedule and preparing reports. 18 B. Progress Schedule 19 1. Update the progress Schedule monthly as required in the City of Fort Worth 20 Schedule Guidance Document. 21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 22 3. Change Orders 23 a. Incorporate approved change orders, resulting in a change of contract time, in 24 the baseline Schedule in accordance with City of Fort Worth Schedule 25 Guidance Document. 26 C. Responsibility for Schedule Compliance 27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 28 Report that delays to the critical path have resulted and the Contract completion 29 date will not be met, or when so directed by the City, make some or all of the 30 following actions at no additional cost to the City 31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 32 outlining: 33 1) A written statement of the steps intended to take to remove or arrest the 34 delay to the critical path in the approved schedule 35 2) Increase construction manpower in such quantities and crafts as will 36 substantially eliminate the backlog of work and return current Schedule to 37 meet projected baseline completion dates 38 3) Increase the number of working hours per shift, shifts per day, working 39 days per week, the amount of construction equipment, or any combination 40 of the foregoing, Sufficiently to substantially eliminate the backlog of work 41 4) Reschedule activities to achieve maximum practical concurrency of 42 accomplishment of activities, and comply with the revised schedule CITY OF FORT WORM S TANDARD CONS I RUC IION SPECIFICATION DOCLIMFNTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised July I.2011 01 32 16-3 CONSTRUCTION PROGRESS SCI IEDULI? flaue 3 of S l 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase the level of effort in 3 manpower(trades), equipment and work schedule (overtime, weekend and holiday 4 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will, after receipt of such justification and supporting 15 evidence, make findings of fact and will advise the Contractor, in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled, the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days atter the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time, it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties, strikes, unavoidable delays on the part of the City or its 34 representatives, and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions, the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount oftime between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CI fv OF FOR f WOR II I STANDARD CONS I RI iCI ION SPECIFICA ZION DOCUMFNI'S PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Jule I,2011 01 32 16-4 CONSTRUCTION PROGRESS SCIIFD(JLF. Page 4 45 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates, and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time, will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts, the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors, the City will 17 detennine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases, the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera(P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 3 l 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City, no further progress schedules are required. CITY OF FOR'I WOIk'I I I STANDARD CONSTRUCTION SPFC'IFICA PION DOCTMFNI S PROJECT'NO.: 100543:Lake Worth Dam Improvements Project Revised JUI%r 1,2011 01 32 16-5 CONSTRUCTION PROGRESS SCI IFIAJLL Pgc5of5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 C1'IY OF FORD WORIII STANDARD CONS TRtV1[ON SPI:CIFICAIION DOCL MEN I S PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Juh I,201 1 01 32 33- I PRLCONS FRUCFION VIDFO Pace I ol'2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15I. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED[ 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED[ 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED[ 31 1.11 FIELD [SITE[ CONDITIONS [NOT USED[ 32 1.12 WARRANTY [NOT USED[ CITY OF FORT WOK"111 STANDARD CONSTRUCTION SPECIFICATION DOCUMI.N FS PROJECT NO.: 100143:Lake Worth Dam Improvements Project Revised July I,201 1 01 32 33-2 PRECONSTRUCTION VIDEO Page 2 of 2 I PART 2 - PRODUCTS ]NOT USED] 2 PART 3 - EXECUTION ]NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 5 CITY OF FORT WOR TI I STANDARD CONS I RUCTION SPECIFICATION DOCUMI?NTS PROJECT NO.: 100543:Lake Worth Dam Improvements Projcct Rcvised,luly 1,2011 01 33 00-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES ]NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 h. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-2 SUBMITTALS Page 2 of 8 1 c. No extension of time will be authorized because of the Contractor's failure to 2 transmit submittals sufficiently in advance of the Work. 3 d. Make submittals promptly in accordance with approved schedule, and in such 4 sequence as to cause no delay in the Work or in the work of any other 5 contractor. 6 B. Submittal Numbering 7 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 8 reference identification numbering system in the following manner: 9 a. Use the first 6 digits of the applicable Specification Section Number. 10 b. For the next 2 digits number use numbers 01-99 to sequentially number each 11 initial separate item or drawing submitted under each specific Section number. 12 c. Last use a letter, A-Z, indicating the resubmission of the same drawing(i.e. 13 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 14 submittal number would be as follows: 15 16 03 30 00-08-B 17 18 1) 03 30 00 is the Specification Section for Concrete 19 2) 08 is the eighth initial submittal under this Specification Section 20 3) B is the third submission (second resubmission) of that particular shop 21 drawing 22 C. Contractor Certification 23 1. Review shop drawings, product data and samples, including those by 24 subcontractors, prior to submission to determine and verify the following: 25 a. Field measurements 26 b. Field construction criteria 27 c. Catalog numbers and similar data 28 d. Conformance with the Contract Documents 29 2. Provide each shop drawing, sample and product data submitted by the Contractor 30 with a Certification Statement affixed including: 31 a. The Contractor's Company name 32 b. Signature of submittal reviewer 33 c. Certification Statement 34 1) "By this submittal, I hereby represent that I have determined and verified 35 field measurements, field construction criteria, materials, dimensions, 36 catalog numbers and similar data and I have checked and coordinated each 37 item with other applicable approved shop drawings." 38 D. Submittal Format 39 1. Fold shop drawings larger than 8 '/2 inches x 1 1 inches to 8 '/2 inches x 1 1 inches. 40 2. Bind shop drawings and product data sheets together. 41 3. Order 42 a. Cover Sheet 43 1) Description of Packet 44 2) Contractor Certification 45 b. List of items/Table of Contents 46 c. Product Data/Shop Drawings/Samples/Calculations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 E. Submittal Content 2 1. The date of submission and the dates of any previous submissions 3 2. The Project title and number 4 3. Contractor identification 5 4. The names of- 6 a. Contractor 7 b. Supplier 8 c. Manufacturer 9 5. Identification of the product, with the Specification Section number, page and 10 paragraph(s) 11 6. Field dimensions, clearly identified as such 12 7. Relation to adjacent or critical features of the Work or materials 13 8. Applicable standards, such as ASTM or Federal Specification numbers 14 9. Identification by highlighting of deviations from Contract Documents 15 10. Identification by highlighting of revisions on resubmittals 16 11. An 8-inch x 3-inch blank space for Contractor and City stamps 17 F. Shop Drawings 18 1. As specified in individual Work Sections includes, but is not necessarily limited to: 19 a. Custom-prepared data such as fabrication and erection/installation (working) 20 drawings 21 b. Scheduled information 22 c. Setting diagrams 23 d. Actual shopwork manufacturing instructions 24 e. Custom templates 25 f. Special wiring diagrams 26 g. Coordination drawings 27 h. Individual system or equipment inspection and test reports including: 28 1) Perfonnance curves and certifications 29 i. As applicable to the Work 30 2. Details 31 a. Relation of the various parts to the main members and lines of the structure 32 b. Where correct fabrication of the Work depends upon field measurements 33 1) Provide such measurements and note on the drawings prior to submitting 34 for approval. 35 G. Product Data 36 1. For submittals of product data for products included on the City's Standard Product 37 List, clearly identify each item selected for use on the Project. 38 2. For submittals of product data for products not included on the City's Standard 39 Product List, submittal data may include, but is not necessarily limited to: 40 a. Standard prepared data for manufactured products (sometimes referred to as 41 catalog data) 42 1) Such as the manufacturer's product specification and installation 43 instructions 44 2) Availability of colors and patterns CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-4 SUBMITTALS Page 4 of 8 1 3) Manufacturer's printed statements of compliances and applicability 2 4) Roughing-in diagrams and templates 3 5) Catalog cuts 4 6) Product photographs 5 7) Standard wiring diagrams 6 8) Printed performance curves and operational-range diagrams 7 9) Production or quality control inspection and test reports and certifications 8 10) Mill reports 9 1 1) Product operating and maintenance instructions and recommended 10 spare-parts listing and printed product warranties 11 12) As applicable to the Work 12 H. Samples 13 1. As specified in individual Sections, include, but are not necessarily limited to: 14 a. Physical examples of the Work such as: 15 1) Sections of manufactured or fabricated Work 16 2) Small cuts or containers of materials 17 3) Complete units of repetitively used products color/texture/pattern swatches 18 and range sets 19 4) Specimens for coordination of visual effect 20 5) Graphic symbols and units of Work to be used by the City for independent 21 inspection and testing, as applicable to the Work 22 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 23 be fabricated or installed prior to the approval or qualified approval of such itern. 24 1. Fabrication performed, materials purchased or on-site construction accomplished 25 which does not conform to approved shop drawings and data is at the Contractor's 26 risk. 27 2. The City will not be liable for any expense or delay due to corrections or remedies 28 required to accomplish conformity. 29 3. Complete project Work, materials, fabrication, and installations in conformance 30 with approved shop drawings, applicable samples, and product data. 31 J. Submittal Distribution 32 1. Electronic Distribution 33 a. Confirm development of Project directory for electronic submittals to be 34 uploaded to City's Buzzsaw site, or another external FTP site approved by the 35 City. 36 b. Shop Drawings 37 1) Upload submittal to designated project directory and notify appropriate 38 City representatives via email of submittal posting. 39 2) Hard Copies 40 a) 3 copies for all submittals 41 b) If Contractor requires more than l hard copy of Shop Drawings 42 returned, Contractor shall submit more than the number of copies listed 43 above. 44 c. Product Data 45 1) Upload submittal to designated project directory and notify appropriate 46 City representatives via email of submittal posting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-5 SUBMITTALS Page 5 of 8 1 2) Hard Copies 2 a) 3 copies for all submittals 3 d. Samples 4 l) Distributed to the Project Representative 5 2. Hard Copy Distribution (if required in lieu of electronic distribution) 6 a. Shop Drawings 7 1) Distributed to the City 8 2) Copies 9 a) 8 copies for mechanical submittals 10 b) 7 copies for all other submittals 11 c) If Contractor requires more than 3 copies of Shop Drawings returned, 12 Contractor shall submit more than the number of copies listed above. 13 b. Product Data 14 1) Distributed to the City 15 2) Copies 16 a) 4 copies 17 c. Samples 18 I) Distributed to the Project Representative 19 2) Copies 20 a) Submit the number stated in the respective Specification Sections. 21 3. Distribute reproductions of approved shop drawings and copies of approved 22 product data and samples, where required, to the job site file and elsewhere as 23 directed by the City. 24 a. Provide number of copies as directed by the City but not exceeding the number 25 previously specified. 26 K. Submittal Review 27 1. The review of shop drawings, data and samples will be for general conformance 28 with the design concept and Contract Documents. This is not to be construed as: 29 a. Permitting any departure from the Contract requirements 30 b. Relieving the Contractor of responsibility for any errors, including details, 31 dimensions, and materials 32 c. Approving departures from details furnished by the City, except as otherwise 33 provided herein 34 2. The review and approval of shop drawings, samples or product data by the City 35 does not relieve the Contractor from his/her responsibility with regard to the 36 fulfillment of the terms of the Contract. 37 a. All risks of error and omission are assumed by the Contractor, and the City will 38 have no responsibility therefore. 39 3. The Contractor remains responsible for details and accuracy, for coordinating the 40 Work with all other associated work and trades, for selecting fabrication processes, 41 for techniques of assembly and for performing Work in a safe manner. 42 4. If the shop drawings, data or samples as submitted describe variations and show a 43 departure from the Contract requirements which City finds to be in the interest of 44 the City and to be so minor as not to involve a change in Contract Price or time for 45 performance, the City may return the reviewed drawings without noting an 46 exception. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 5. Submittals will be returned to the Contractor under 1 of the following codes: 2 a. Code 1 3 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 4 comments on the submittal. 5 a) When returned under this code the Contractor may release the 6 equipment and/or material for manufacture. 7 b. Code 2 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 9 the notations and comments IS NOT required by the Contractor. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 c. Code 3 14 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 15 assigned when notations and comments are extensive enough to require a 16 resubmittal of the package. 17 a) The Contractor may release the equipment or material for manufacture; 18 however, all notations and comments must be incorporated into the 19 final product. 20 b) This resubmittal is to address all comments, omissions and 21 non-conforming items that were noted. 22 c) Resubmittal is to be received by the City within 15 Calendar Days of 23 the date of the City's transmittal requiring the resubmittal. 24 d. Code 4 25 1) "NOT APPROVED" is assigned when the submittal does not meet the 26 intent of the Contract Documents. 27 a) The Contractor must resubmit the entire package revised to bring the 28 submittal into conformance. 29 b) It may be necessary to resubmit using a different manufacturer/vendor 30 to meet the Contract Documents. 31 6. Resubmittals 32 a. Handled in the same manner as first submittals 33 1) Corrections other than requested by the City 34 2) Marked with revision triangle or other similar method 35 a) At Contractor's risk if not marked 36 b. Submittals for each item will be reviewed no more than twice at the City's 37 expense. 38 1) All subsequent reviews will be performed at times convenient to the City 39 and at the Contractor's expense,based on the City's or City 40 Representative's then prevailing rates. 41 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 42 all such fees invoiced by the City. 43 c. The need for more than 1 resubmission or any other delay in obtaining City's 44 review of submittals, will not entitle the Contractor to an extension of Contract 45 Time. 46 7. Partial Submittals 47 a. City reserves the right to not review submittals deemed partial, at the City's 48 discretion. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 b. Submittals deemed by the City to be not complete will be returned to the 2 Contractor, and will be considered "Not Approved" until resubmitted. 3 c. The City may at its option provide a list or mark the submittal directing the 4 Contractor to the areas that are incomplete. 5 8. If the Contractor considers any correction indicated on the shop drawings to 6 constitute a change to the Contract Documents,then written notice must be 7 provided thereof to the City at least 7 Calendar Days prior to release for 8 manufacture. 9 9. When the shop drawings have been completed to the satisfaction of the City, the 10 Contractor may carry out the construction in accordance therewith and no further 11 changes therein except upon written instructions from the City. 12 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 13 following receipt of submittal by the City. 14 L. Mock ups 15 1. Mock Up units as specified in individual Sections, include, but are not necessarily 16 limited to, complete units of the standard of acceptance for that type of Work to be 17 used on the Project. Remove at the completion of the Work or when directed. 18 M. Qualifications 19 1. If specifically required in other Sections of these Specifications, submit a P.E. 20 Certification for each item required. 21 N. Request for Information(RFI) 22 1. Contractor Request for additional information 23 a. Clarification or interpretation of the contract documents 24 b. When the Contractor believes there is a conflict between Contract Documents 25 c. When the Contractor believes there is a conflict between the Drawings and 26 Specifications 27 1) Identify the conflict and request clarification 28 2. Use the Request for Information (RFI) form provided by the City. 29 3. Numbering of RFI 30 a. Prefix with "RFI"followed by series number, "-xxx", beginning with"01" and 31 increasing sequentially with each additional transmittal. 32 4. Sufficient information shall be attached to permit a written response without further 33 information. 34 5. The City will log each request and will review the request. 35 a. If review of the project information request indicates that a change to the 36 Contract Documents is required, the City will issue a Field Order or Change 37 Order, as appropriate. 38 1.5 SUBMITTALS [NOT USED[ 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED[ 40 1.7 CLOSEOUT SUBMITTALS [NOT USED 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE,AND HANDLING ]NOT USED] 3 1.11 FIELD (SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY ]NOT USED] 5 PART 2 - PRODUCTS ]NOT USED] 6 PART 3 - EXECUTION ]NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8. Working Days modified to Calendar Days 9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.:100543:Lake Worth Dam Improvements Project Revised December 20,2012 013513- I SPECIAL.PROJFC I PROC I)t IRFS Page I of6 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Tile procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days I 1 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division I —General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Confined Space Entry Program 26 a. Measurement 27 1) Measurement for this item will be by lump sum. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 will be paid for at the lump Sum price bid for Confined Space Entry 31 Program 32 2) The price bid shall include: 33 a) Mobilization 34 b) Inspection 35 c) Safety Training 36 d) Additional insurance 37 e) Safety equipment. 38 2. All other items 39 a. Work associated with these Items is considered subsidiary to the various Items 40 bid. No separate payment will be allowed for this Item. CITY 01'FORT WORI I I STANDARD CONSTRIIC I[ON SPECIFICA I[ON DOC UNIEN I S PROJECT NO.: 1005-43:Lake Worth Dam Improvements Project Revised December 20,2012 01 35 13-' SPF.CIAI.PROJECT PROCEDURES Page 2 46 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 7 High Voltage Overhead Lines. 8 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction 9 Specification 10 1.4 ADMINISTRATIVE REQUIREMENTS 11 A. Coordination with the Texas Department of Transportation 12 1. When work in the right-of-way which is under the jurisdiction of the Texas 13 Department of Transportation (TxDOT): 14 a. Notify the Texas Department of Transportation prior to commencing any work 15 therein in accordance with the provisions of the permit 16 b. All work performed in the TxDOT right-of-way shall be performed in 17 compliance with and subject to approval from the Texas Department of 18 Transportation 19 B. Work near High Voltage Lines 20 1. Regulatory Requirements 21 a. All Work near High Voltage Lines (more than 600 volts measured between 22 conductors or between a conductor and the ground) shall be in accordance with 23 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 24 2. Warning sign 25 a. Provide sign of sufficient size meeting all OSHA requirements. 26 3. Equipment operating within 10 feet of high voltage lines will require the following 27 safety features 28 a. Insulating cage-type of guard about the boom or arm 29 b. Insulator links on the lift hook connections for back hoes or dippers 30 c. Equipment must meet the safety requirements as set forth by OSHA and the 31 safety requirements of the owner of the high voltage lines 32 4. Work within 6 feet of high voltage electric lines 33 a. Notification shall be given to: 34 1) The power company(example: ONCOR) 35 a) Maintain an accurate log of all such calls to power company and record 36 action taken in each case. 37 b. Coordination with power company 38 1) After notification coordinate with the power company to: 39 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 40 lower the lines 41 c. No personnel may work within 6 feet of a high voltage line before the above 42 requirements have been met. 43 C. Confined Space Entry Program CITY OF FORT WOR IJ I STANDARD CONSTRUCTION SPFCIFICA IION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 01 3i 13-3 SPECIAL PROJFC I'PROCI?DURFS Page 3 of6 1 1. Provide and follow approved Confined Space Entry Program in accordance with 2 OSHA requirements. 3 2. Confined Spaces include: 4 a. Manholes 5 b. All other confined spaces in accordance with OSHA's Permit Required for 6 Confined Spaces 7 D. Air Pollution Watch Days 8 1. General 9 a. Observe the following guidelines relating to working on City construction sites 10 on days designated as "AIR POLLUTION WATCH DAYS". 11 b. Typical Ozone Season 12 1) May 1 through October 31. 13 c. Critical Emission Time 14 1) 6:00 a.in. to 10:00 a.m. 15 2. Watch Days 16 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 17 with the National Weather Service, will issue the Air Pollution Watch by 3:00 18 p.m. on the afternoon prior to the WATCH day. 19 b. Requirements 20 1) Begin work after 10:00 a.m. whenever construction phasing requires the 21 use of motorized equipment for periods in excess of 1 hour. 22 2) However, the Contractor may begin work prior to 10:00 a.m. if: 23 a) Use of motorized equipment is less than 1 hour, or 24 b) If equipment is new and certified by EPA as "Low Emitting", or 25 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 26 alternative fuels such as CNG. 27 E. TCEQ Air Permit 28 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 29 F. Use of Explosives, Drop Weight, Etc. 30 1. When Contract Documents permit on the project the following will apply: 31 a. Public Notification 32 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 33 prior to commencing. 34 2) Minimum 24 hour public notification in accordance with Section 01 31 13 35 36 G. Coordination with United States Army Corps of Engineers(USAGE) 37 1. At locations in the Project where construction activities occur in areas where 38 USAGE permits are required, meet all requirements set forth in each designated 39 permit. 40 H. Dust Control 41 1. Use acceptable measures to control dust at the Site. 42 a. If water is used to control dust, capture and properly dispose of waste water. 43 b. If wet saw cutting is performed, capture and properly dispose of slurry. 44 1. Employee Parking CI-I Y OF FORT WOR FI I S I ANDARD CONS I RUC"IION SPITIFICATION DOCUMNN IS PROJECT NO.: 1005.13:Lake Worth Dam Improvements Project Revised December 20,2012 01 35 13-4 SPECIAL PROJECT PROCFDtJRES Page 4 o1`6 1 1. Provide parking for employees at locations approved by the City. 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED[ 7 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED[ 10 PART 2 - PRODUCTS [NOT USED] 11 PART 3 - EXECUTION (NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,'title 9. 8/31/2012 D.Johnson Safety, Subtitle A. Public Safety,Chapter 752. High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 14 CITY OF FORT WOR II I STANDARD CONS I RtJCITON SPECIFICATION DOCt W FN'I S PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 o f 6 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORT[I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECC NO.: 1005=43:Lake Worth Dam fmprovements Project Revised December 20,2012 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 6 1 EXHIBIT B 2 FORT WORTH Daft: DOE 110.XXXX Project Hann: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 4 CITY OF FORT WORTH STANDARD CONSIRUCCION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 014523- I TESTING AND INSPECfION SERVICES Page 1 of 2 I SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 I. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED[ 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORD WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100 43:Lake Worth Dam ImproNements Project ReN iced July 1,2011 0145 23-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete, Lime, Gravel or Rock Riprap material including the following 12 information: l 3 a. Name of pit 14 b. Date of delivery 15 c. Material delivered 16 B. Inspection 17 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 18 perform work in accordance with the Contract Documents. 19 1.5 SUBMITTALS [NOT USED] 20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised July 1,2011 01 50 00- 1 TEMPORARY FACILITIES AND CONTROLS Page I of 4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division I —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 l) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination CITY OF FOR I WORTH STANDARD CONS"I RUCFION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Jul} 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work, including 7 testing of Work. 8 l) Provide power for lighting, operation of equipment, or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel l3 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary heat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off-site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 L Provide adequately ventilated, watertight, weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting, and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 D. Temporary Fencing CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised JUIN' I,2011 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Pave 3 of 4 1 1. Provide and maintain for the duration or construction when required in contract 2 documents 3 E. Dust Control 4 1. Contractor is responsible for maintaining dust control through the duration of the 5 project. 6 a. Contractor remains on-call at all times 7 b. Must respond in a timely manner 8 F. Temporary Protection of Construction 9 1. Contractor or subcontractors are responsible for protecting Work from damage due 10 to weather. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 INSTALLATION 25 A. Temporary Facilities 26 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTII STANDARD CONS IRUC I ION SPECIFICA'I ION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Jul} 1,2011 01 5000-4 TEMPORARY FACILI I IFS AND CONI ROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE-INSTALLATION 3 3.7 FIELD 10111 SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP INOT USED) 5 3.9 ADJUSTING [NOT USEDI 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS INOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 16 CITY OF FORT WOR'l I I STANDARDCONS]RUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Jule I,2011 01 57 13- I STORM WATER POLLUTION PRFVFN HON [)a,-,c 1 43 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 3. Section 31 25 00— Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 a. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than I acre of disturbance 19 a. Measurement 20 l) Measurement for this item will be by lump sum. 21 b. Payment 22 c. The work performed and materials furnished in accordance with this Item will 23 be paid for at the lump sum price bid for Storm Water Pollution Prevention 24 Plan. 25 1.3 REFERENCES 26 A. Abbreviations and Acronyms 27 1. Notice of Intent: NOI 28 2. Notice of Termination: NOT 29 3. Storm Water Pollution Prevention Plan: SWPPP 30 4. Texas Commission on Environmental Quality: TCEQ 31 5. Notice of Change: NOC 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. Integrated Storm Management(iSWM)Technical Manual for Construction 37 Controls (A I OF FORT WOR I I I STANDARD CONS]RUCTION SPECIFICATION DOCUMENTS PROJFCT NO.: 100543:Lake Worth Dam Improvements Projcct Revised Juh 1,2011 01 57 13-2 STORM WATER POLLUTION PREWNIION Page 2 43 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. General 3 1. Contractor is responsible for resolution and payment of any fines issued associated 4 with compliance to Stormwater Pollution Prevention Plan. 5 B. Construction Activities resulting in: 6 1. Less than 1 acre of disturbance 7 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 8 Drawings. 9 2. 1 to less than 5 acres of disturbance 10 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 11 Permit is required 12 b. Complete SWPPP in accordance with TCEQ requirements 13 1) TCEQ Small Construction Site Notice Required under general permit 14 TXR l 50000 15 a) Sign and post at job site 16 b) Prior to Preconstruction Meeting, send I copy to City Department of 17 Transportation and Public Works, Environmental Division, (817) 392- 18 6088. 19 2) Provide erosion and sediment control in accordance with: 20 a) The Drawings 21 b) TXR150000 General Permit 22 c) SWPPP 23 d) TCEQ requirements 24 3. 5 acres or more of Disturbance 25 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 26 Permit is required 27 b. Complete SWPPP in accordance with TCEQ requirements 28 l) Prepare a TCEQ NO[ form and submit to TCEQ along with required fee 29 a) Sign and post at job site 30 b) Send copy to City Department of Transportation and Public Works, 31 Environmental Division, (817) 392-6088. 32 2) TCEQ Notice of Change required if making changes or updates to NO1 33 3) Provide erosion and sediment control in accordance with: 34 a) The Drawings 35 b) TXR 150000 General Permit 36 c) SWPPP 37 d) TCEQ requirements 38 4) Once the project has been completed and all the closeout requirements of 39 TCEQ have been met a TCEQ Notice of Termination can be submitted. 40 a) Send copy to City Department of Transportation and Public Works, 41 Environmental Division, (817) 392-6088. 42 1.5 SUBMITTALS 43 A. SWPPP 44 1. Submit in accordance with Section 0l 33 00, except as stated herein. CITY OF FORT WOR I'I I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Imprownients Project ReN iced July I,2011 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 2 as follows: 3 1) I copy to the City Project Manager 4 a) City Project Manager will forward to the City Department of 5 Transportation and Public Works, Environmental Division for review 6 B. Modified SWPPP 7 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 8 in accordance with Section 01 33 00. 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE[ CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 20 CITY OF FORT WORTH STANDARD CONSTRUCIION SPECIFICATION DOCUMENTS PROJECT NO.: 10043:Lake Worth Dam Improvements Project Revised July 1,2011 01 �8 13- I TEMPORARY PROJFCT SIGNAGE. Paue I of 3 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED[ 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 18 1.5 SUBMITTALS [NOT USED[ 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED[ 20 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 22 1.9 QUALITY ASSURANCE [NOT USED[ 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED[ 24 1.11 FIELD [SITE[ CONDITIONS [NOT USED[ 25 1.12 WARRANTY [NOT USED[ 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED 10k[ OWNER-SUPPLIEDPRODUCTS [NOT USED[ 28 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria CITY OF FORT WOR III STANDARD CONS IRUC IION SPI{CIFICA'I ION DOCLAWNTS PROJECT NO.: 10043:Lake Worth Dam Improvements Project Rcvised July I,2011 01 5813-2 TEMPORARY PROJECT SIGNAGE Page 2 o C 3 1 1. Provide free standing Project Designation Sign in accordance with City's Standard 2 Details for project signs. 3 B. Materials 4 1. Sign 5 a. Constructed of/4-inch fir plywood, grade A-C (exterior) or better 6 2.3 ACCESSORIES [NOT USED) 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. General 14 1. Provide vertical installation at extents of project. 15 2. Relocate sign as needed, upon request of the City. 16 B. Mounting options 17 a. Skids 18 b. Posts 19 c. Barricade 20 3.5 REPAIR/ RESTORATION [NOT USED] 21 3.6 RE-INSTALLATION [NOT USED] 22 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED[ 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE 29 A. General 30 1. Maintenance will include painting and repairs as needed or directed by the City. 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 CCIY OF FORT WOR'1'I l STANDARD CONSIRUCIION SPECIFICATION DOCUMFNCS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Juh 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE. Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORT II STANDARD CONS[RUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Rcvised JUIN 1,1-0 11 01 6000- 1 PRODI IC I RFQ( IREMIXI S Pa_c I of 1 SECTION 01 60 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL a 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] l3 1.3 REFERENCES [NOT USED] la 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for Submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT wOR IF I S[ANDARD CONS[Rt iCI ION SPECIFICA[ION DOCUNIF:NIS PROJFCI NO.: 100543:I.akc worth Dam Improvements Project Revised December 20,2012 016000-2 PRODUC I RFQF IRF.MENTS Page 2 of 2 I 1.10 DELIVERY, STORAGE,AND HANDLING (NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List R CI Y OF FORT WOR I I I STANDARDC'ONSIRFICIlON SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lakc Worth Dam ImproNements Project Re%ised December 20,2012 01 66 00- 1 PRODUCT STORAGE AND IIANDLING IZEQUIREMI:N FS Page I of4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division I —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS INOT USED] 22 1.5 SUBMITTALS [NOT USEDI 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USEDI 24 1.7 CLOSEOUT SUBMITTALS [NOT USEDI 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USEDI 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FOR I "'OR 111 S]ANDARD CONS'IRUCFION SPF.CIFICA'EION DOCUMEN I S Pik OJI?CF NO.: 100543:Lake Woith Dam Improvements Project Revised JUIN I,2011 016600-2 PRODUCT STORAGE AND I IANDI.ING REQUIREMI;NTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements I 1 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CI I Y OF FORT WORII I STANDARD CONS I'M UCIION SPECIFICAITON DOCUNIENI S PROJECT NO.: 100543:Lake Worth Dam Improvements Project Ike\ised Jul\' 1,2011 01 6600-3 PRODUCT STORAGE,AND IIAN DI.ING RI QUIRIWEN IS Paue 3 44 I 1.11 FIELD [SITE[ CONDITIONS [NOT USED[ 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 [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/ RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION ]NOT USED] 11 3.7 FIELD IOR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SVSTENI 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 22 A. Protect all products or equipment in accordance with in anLI fact urer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS (NOT USED] 29 END OF SECTION CITY OF FORT WOR II l STANDARD CONS I RUC TION SPFCIFICA CION DOCUMENTS PROJFCf NO.: 100543:Lakc Worth Dam Improvements Project Re�isetl Juh I,2011 016600-T PRODUCF STORAGE AND HANDLING RI:QUIRF.MENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 2 C11 OF FORT WORTI I STANDARD CONS IRUCTION SPECIFICATION DOCUMENFS PROJECT NO.: 1005.13:Lake Worth Dam Improxemcnts Project Rex iced JUIN I,201 l 01 70 00- 1 MOBILIZATION AND RFMOBILI/AIION Page 1 44 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects CI"I"Y OF FORT"WOR"111 SI"ANDARD CONS"IRUCIION SITCIFICATION DOCUMFN'I S PROJFCT NO.: 1005.13:Lake Worth Dam Improvements Projcct Revised December 30,2013 017000-2 MOBILILA TION AND RFMOBB.I/A FION Pagc 2 oF4 1 a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 —General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Mobilization and Demobilization 28 a. Measure 29 1) Measurement for this item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid. 33 2) The price bid shall include: 34 a) Bonds and insurance. 35 b) Transportation and set-up of equipment 36 c) Salaries for preparation of submittals required before the first payment 37 application. 38 d) Salaries for field personnel assigned to the project related to the 39 mobilization of the project. 40 e) Mobilization and demobilization shall not exceed 5 percent of the Total 41 Base Bid. 42 2. Remobilization for suspension of Work as specifically required in the Contract 43 Documents 44 a. Measurement 45 1) Measurement for this Item shall be per each remobilization performed. CITY OF FORT WOR]I I S FANDARD CONSTRUCTION SITCIFICA TION DOCUMF.N FS PRO.IFCT NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 01 7000-3 M01311.1ZAIION AND REMOB11.IZAIION Page 3 ol'4 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement" will be paid for at the unit 4 price per each "Specified Remobilization" in accordance with Contract 5 Documents. 6 c. The price shall include: 7 1) Demobilization as described in Section 1.l.A 2.a.l) 8 2) Remobilization as described in Section 1.I.A.2.a.2) 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 3. Remobilization for suspension of Work as required by City 12 a. Measurement and Payment 13 1) This shall be submitted as a Contract Claim in accordance with Article 10 14 of Section 00 72 00. 15 2) No payments will be made for standby, idle time, or lost profits associated 16 with this Item. 17 4. Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed and materials furnished in accordance with this Item 23 and measured as provided under"Measurement" will be paid for at the unit 24 price per each "Work Order Mobilization" in accordance with Contract 25 Documents. Demobilization shall be considered subsidiary to mobilization 26 and shall not be paid for separately. 27 c. The price shall include: 28 1) Mobilization as described in Section 1.I.A.3.a.1) 29 2) Demobilization as described in Section 1.I.A.3.a.2) 30 d. No payments will be made for standby, idle time, or lost profits associated this 31 Item. 32 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 33 a. Measurement 34 1) Measurement for this Item shall be for each Mobilization and 35 Demobilization required by the Contract Documents 36 b. Payment 37 l) The Work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement" will be paid for at the unit 39 price per each "Work Order Emergency Mobilization" in accordance with 40 Contract Documents. Demobilization shall be considered subsidiary to 41 mobilization and shall not be paid for separately. 42 c. The price shall include 43 1) Mobilization as described in Section I.I.A.4.a) 44 2) Demobilization as described in Section 1.I.A.3.a 2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. 47 1.3 REFERENCES [NOT USED CITY OF PORT WORI'II S I'ANDARD CONSTRUC HON SITCIFICATION DOCUMENTS PROJECC NO.: 100543:Lake Worth Dam Improvements Project Revised December'_0,'_012 01 7000-4 MOBILIZATION AND REMOBILWATION Page 4 of 4 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 2 1.5 SUBMITTALS [NOT USED] 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD (SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORM I STANDARD CONSTRUCTION SPLCIFICA TION DOCUMFN'I'S PROJECT NO.: 100543:lake Worth Dam Improvements Proicct Revised December 20,2012 01 74 23- I CI.F.ANING Parc I of 4 1 SECTION 01 74 23 2 CLEANING 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 1 1 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 — Hydro-Mulching 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED[ 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final '14 inspection. 25 1.5 SUBMITTALS INOT USEDI 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDI 27 1.7 CLOSEOUT SUBMITTALS [NOT USEDI 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI 29 1.9 QUALITY ASSURANCE [NOT USEDI 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CI"I"l'OF FORT WORII I STANDARD CONSTRI IC HON SPECIFICATION DOCUMENTS PROJECT NO.: 1005-F3:Lake worth Dam Improvements Project Reciscd Jule I,2011 01 74 23-2 CLEANING Pagc 2 o1`4 l 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY ]NOT USED) 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED 10111 OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 L Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES ]NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS ]NOT USED] 15 3.2 EXAMINATION ]NOT USED] 16 3.3 PREPARATION ]NOT USED] 17 3.4 APPLICATION ]NOT USED] 18 3.5 REPAIR/ RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD 10111 SITE QUALITY CONTROL ]NOT USED] 21 3.8 SYSTEM STARTUP ]NOT USED] 22 3.9 ADJUSTING ]NOT USED) 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. Cl FY OF FORT WOR Fl l STANDARD CONS IRUC IION SPLCIFICA FION DOC'UMLN I'S PROJECT NO.: 100543:Lakc Worth Dam Improsements Project ReN ised Jule I,201 1 01 7423-3 CLEANING Page 3 of'-1 l 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 2 alternate manner approved by City and regulatory agencies. 3 6. Handle materials in a controlled manner with as few handlings as possible. 4 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 5 this project. 6 8. Remove all signs of temporary construction and activities incidental to construction 7 of required permanent Work. 8 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 9 have the cleaning completed at the expense of the Contractor. 10 10. Do not burn on-site. 11 B. Intermediate Cleaning during Construction 12 1. Keep Work areas clean so as not to hinder health, safety or convenience of 13 personnel in existing facility operations. 14 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 15 3. Confine construction debris daily in strategically located container(s): 16 a. Cover to prevent blowing by wind 17 b. Store debris away from construction or operational activities 18 c. Haul from site at a minimum of once per week 19 4. Vacuum clean interior areas when ready to receive finish painting. 20 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 21 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 22 may become airborne or transported by flowing water during the storm. 23 C. Exterior(Site or Right of Way) Final Cleaning 24 1. Remove trash and debris containers from site. 25 a. Re-seed areas disturbed by location of trash and debris containers in accordance 26 with Section 32 92 13. 27 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 28 that may hinder or disrupt the flow of traffic along the roadway. 29 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 30 junction boxes and inlets. 31 4. If no longer required for maintenance of erosion facilities, and upon approval by 32 City, remove erosion control from site. 33 5. Clean signs, lights, signals, etc. 34 3.11 CLOSEOUT ACTIVITIES ]NOT USED] 35 3.12 PROTECTION ]NOT USED] 36 3.13 MAINTENANCE ]NOT USED] 37 3.14 ATTACHMENTS SNOT USED] 38 END OF SECTION 39 CI TY OF FORT WORTI I STANDARD CONS FRI,V I'ION SPECIFICA FION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam hnprovcmcnts Project Revised Jul}' 1,2011 017423-4 CLEANING Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH S'I ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJEC I'NO.: 100543:Lake Worth Dam Improvements Project Revised July I,2011 01 77 19- l CLOSEOUT REQUIREMENTS Pay*e 1 of 3 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED[ 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 L No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Jule I,2011 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS ]NOT USED] 2 1.7 CLOSEOUT SUBMITTALS (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 ]NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 13 C. Final Inspection 14 1. Atter final cleaning, provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will make an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection, the City will notify the Contractor, in 18 writing within 10 business days, of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City, that the required Work has been completed. Upon receipt 25 of this notice, the City, in the presence of the Contractor, will make a subsequent 26 Final Inspection of the project. 27 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial till up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion CITY OF FORT WOR"FI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam hnprocements Project Rei iced Jute I,2011 01 77 19-3 CLOSFOII F REQUIRF.MFN I S Page 3 of 3 1 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). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/ RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD loR] SITE QUALITY CONTROL ]NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 Cl I Y 01 FORT WOR I I I STANDARD CONS FRUCIION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised,lulh 1,3011 01 78 23- 1 OPERATION AND MAINTENANCE DATA Pave 1 of 5 I SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) I I c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/z inches x I 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 01 78 23-2 OPERATION AND MAIN FENANCE DATA Page 2 45 1 c. Text: Manufacturer's printed data, or neatly typewritten 2 d. Drawings 3 1) Provide reinforced punched binder tab, bind in with text 4 2) Reduce larger drawings and fold to size of text pages. 5 e. Provide fly-leaf for each separate product, or each piece of operating 6 equipment. 7 1) Provide typed description of product, and major component parts of 8 equipment. 9 2) Provide indexed tabs. 10 f. Cover I 1 1) Identify each volume with typed or printed title "OPERATING AND 12 MAINTENANCE INSTRUCTIONS". 13 2) List: 14 a) Title of Project 15 b) Identity of separate structure as applicable 16 c) Identity of general subject matter covered in the manual 17 3. Binders 18 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 19 b. When multiple binders are used, correlate the data into related consistent 20 groupings. 21 4. If available, provide an electronic form of the O&M Manual. 22 B. Manual Content 23 1. Neatly typewritten table of contents for each volume, arranged in systematic order 24 a. Contractor, name of responsible principal, address and telephone number 25 b. A list of each product required to be included, indexed to content of the volume 26 c. List, with each product: 27 1) The name, address and telephone number of the subcontractor or installer 28 2) A list of each product required to be included, indexed to content of the 29 volume 30 3) Identify area of responsibility of each 31 4) Local source of supply for parts and replacement 32 d. Identify each product by product name and other identifying symbols as set 33 forth in Contract Documents. 34 2. Product Data 35 a. Include only those sheets which are pertinent to the specific product. 36 b. Annotate each sheet to: 37 1) Clearly identify specific product or part installed 38 2) Clearly identify data applicable to installation 39 3) Delete references to inapplicable information 40 3. Drawings 41 a. Supplement product data with drawings as necessary to clearly illustrate: 42 1) Relations of component parts of equipment and systems 43 2) Control and flow diagrams 44 b. Coordinate drawings with information in Project Record Documents to assure 45 correct illustration of completed installation. 46 c. Do not use Project Record Drawings as maintenance drawings. 47 4. Written text, as required to supplement product data for the particular installation: CFY OF FORT WOR I I1 S'T'ANDARD CONS TRUC FION SITCIFICA FION DOCUMENTS PROJECT NO.: 100543:lake Worth Dam Improvements Project Revised December 20,2012 01 7823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 a. Organize in consistent format under separate headings for different procedures. 2 b. Provide logical sequence of instructions of each procedure. 3 5. Copy of each warranty, bond and service contract issued 4 a. Provide information sheet for City personnel giving: 5 1) Proper procedures in event of failure 6 2) Instances which might affect validity of warranties or bonds 7 C. Manual for Materials and Finishes 8 L Submit 5 copies of complete manual in final form. 9 2. Content, for architectural products, applied materials and finishes: 10 a. Manufacturer's data, giving full information on products 11 1) Catalog number, size, composition 12 2) Color and texture designations 13 3) Information required for reordering special manufactured products 14 b. Instructions for care and maintenance 15 1) Manufacturer's recommendation for types of cleaning agents and methods 16 2) Cautions against cleaning agents and methods which are detrimental to 17 product 18 3) Recommended schedule for cleaning and maintenance 19 3. Content, for moisture protection and weather exposure products: 20 a. Manufacturer's data, giving full information on products 21 l) Applicable standards 22 2) Chemical composition 23 3) Details of installation 24 b. Instructions for inspection, maintenance and repair 25 D. Manual for Equipment and Systems 26 L Submit 5 copies of complete manual in final form. 27 2. Content, for each unit of equipment and system, as appropriate: 28 a. Description of unit and component parts 29 l) Function, normal operating characteristics and limiting conditions 30 2) Performance curves, engineering data and tests 31 3) Complete nomenclature and commercial number of replaceable parts 32 b. Operating procedures 33 l) Start-up, break-in, routine and normal operating instructions 34 2) Regulation, control, stopping, shut-down and emergency instructions 35 3) Summer and winter operating instructions 36 4) Special operating instructions 37 c. Maintenance procedures 38 l) Routine operations 39 2) Guide to "trouble shooting" 40 3) Disassembly, repair and reassembly 41 4) Alignment, adjusting and checking 42 d. Servicing and lubrication schedule 43 l) List of lubricants required 44 e. Manufacturer's printed operating and maintenance instructions 45 f. Description of sequence of operation by control manufacturer 46 l) Predicted life of parts subject to wear 47 2) Items recommended to be stocked as spare parts CI I Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJEC f NO.: IOOi43:Lake Worth Dam Improvements Project Revised December 20,2012 01 78 23-4 OPERATION AND MAIN I FNANCE DATA Page 4 of 1 g. As installed control diagrams by controls manufacturer 2 h. Each contractor's coordination drawings 3 1) As installed color coded piping diagrams 4 i. Charts of valve tag numbers, with location and function of each valve 5 j. List of original manufacturer's spare parts, manufacturer's current prices, and 6 recommended quantities to be maintained in storage 7 k. Other data as required under pertinent Sections of Specifications 8 3. Content, for each electric and electronic system, as appropriate: 9 a. Description of system and component parts 10 1) Function, normal operating characteristics, and limiting conditions 11 2) Performance curves, engineering data and tests 12 3) Complete nomenclature and commercial number of replaceable parts 13 b. Circuit directories of panelboards 14 1) Electrical service 15 2) Controls 16 3) Communications 17 c. As installed color coded wiring diagrams 18 d. Operating procedures 19 1) Routine and normal operating instructions 20 2) Sequences required 21 3) Special operating instructions 22 e. Maintenance procedures 23 1) Routine operations 24 2) Guide to "trouble shooting" 25 3) Disassembly, repair and reassembly 26 4) Adjustment and checking 27 f. Manufacturer's printed operating and maintenance instructions 28 g. List of original manufacturer's spare parts, manufacturer's current prices, and 29 recommended quantities to be maintained in storage 30 h. Other data as required under pertinent Sections of Specifications 31 4. Prepare and include additional data when the need for such data becomes apparent 32 during instruction of City's personnel. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED 35 1.9 QUALITY ASSURANCE 36 A. Provide operation and maintenance data by personnel with the following criteria: 37 1. Trained and experienced in maintenance and operation of described products 38 2. Skilled as technical writer to the extent required to communicate essential data 39 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WOR I I I STANDARD CONS IRIV IION SPECIFICATION DOC( MI:N FS PROJECT NO.: 100143:Lake Worth Dam Impro%ements Project Re%ised December 20,2012 01 78 23-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 I 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED 2 1.11 FIELD [SITES CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED 5 PART 3 - EXECUTION [NOT USED 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.I —title of section removed 8 CITY OF PORT WORTH STANDARD C'ONSTRUCFION SPFCIFICA'I ION DOCUMENTS PROJECI'NO.: 100543:Lake Worth Dam Improvements Project Revised December 20,2012 01 78 39- 1 PROJI:Cf RI?CORD DOC IIMI?N IS Page I of-I 1 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 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 Contract 13 2. Division l —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS INOT USED[ 20 1.5 SUBMITTALS 21 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 22 City's Project Representative. 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBtIMITTALS [NOT USEDI 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 26 1.9 QUALITY ASSURANCE 27 A. Accuracy of Records 28 1. Thoroughly coordinate changes within the Record Documents, making adequate 29 and proper entries on each page of Specifications and each sheet of Drawings and 30 other Documents where such entry is required to show the change properly. 31 2. Accuracy of records shall be such that future search for items shown in the Contract 32 Documents may rely reasonably on information obtained from the approved Project 33 Record Documents. CI I OF FORT WOR I'11 STANDARD CONSTRUCTION SITU FICA IION DOCUN11:NTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised JUIN 1,201 1 01 78 39-2 PROJEC F RECORD DOCUMENTS Page 2 oF4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 l. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE[ CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED[ 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED IoR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City,at no 22 charge to the Contractor, l complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED[ 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED[ 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set CI FY OF FORT WOR IFI STANDARD CONS FRUC TION SPECIFICATION DOCI THEN I S PROJECT NO.: 100543:Lake Worth Dam Improvements Projcct Revised Juh I,201 1 01 78 39-3 PROJIT I RECORD DOCUMENTS Page 3 ol'4 1 1. Immediately upon receipt of the job set, identify each of the Documents with the 2 title, "RECORD DOCUMENTS -JOB SET". 3 2. Preservation 4 a. Considering the Contract completion time, the probable number of occasions 5 upon which the job set must be taken out for new entries and for examination, 6 and the conditions under which these activities will be performed, devise a 7 suitable method for protecting the job set. 8 b. Do not use the job set for any purpose except entry of new data and for review 9 by the City, until start of transfer of data to final Project Record Documents. 10 c. Maintain the job set at the site of work. 11 3. Coordination with Construction Survey 12 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 13 clearly mark any deviations from Contract Documents associated with 14 installation of the infrastructure. 15 4. Making entries on Drawings 16 a. Record any deviations from Contract Documents. 17 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 18 change by graphic line and note as required. 19 c. Date all entries. 20 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 21 e. In the event of overlapping changes, use different colors for the overlapping 22 changes. 23 5. Conversion of schematic layouts 24 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 25 ducts, and similar items, are shown schematically and are not intended to 26 portray precise physical layout. 27 1) Final physical arrangement is determined by the Contractor, subject to the 28 City's approval. 29 2) However, design of future modifications of the facility may require 30 accurate information as to the final physical layout of items which are 31 shown only schematically on the Drawings. 32 b. Show on the job set of Record Drawings, by dimension accurate to within 1 33 inch, the centerline of each run of items. 34 1) Final physical arrangement is determined by the Contractor, subject to the 35 City's approval. 36 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 37 ceiling plenum", "exposed", and the like). 38 3) Make all identification sufficiently descriptive that it may be related 39 reliably to the Specifications. 40 c. The City may waive the requirements for conversion of schematic layouts 41 where, in the City's judgment, conversion serves no useful purpose. However, 42 do not rely upon waivers being issued except as specifically issued in writing 43 by the City. 44 B. Final Project Record Documents 45 1. Transfer of data to Drawings 46 a. Carefully transfer change data shown on the job set of Record Drawings to the 47 corresponding final documents, coordinating the changes as required. CI FY OF FORT\k OR 111 STANDARD CONS IRUC TION SPFCIFICA IION DOCUNIFNFS PROJECT NO.: I00i-13:Lakc Worth Dam Impi'mements Pro jcct Rcciscd Juh I,2011 017839-4 PROJECT RECORD DOC UMFNTS Page 4 of 4 l b. Clearly indicate at each affected detail and other Drawing a full description of 2 changes made during construction,and the actual location of items. 3 c. Call attention to each entry by drawing a "cloud" around the area or areas 4 affected. 5 d. Make changes neatly, consistently and with the proper media to assure 6 longevity and clear reproduction. 7 2. Transfer of data to other Documents 8 a. If the Documents, other than Drawings, have been kept clean during progress of 9 the Work, and if entries thereon have been orderly to the approval of the City, 10 the job set of those Documents, other than Drawings, will be accepted as final I 1 Record Documents. 12 b. If any such Document is not so approved by the City, secure a new copy of that 13 Document from the City at the City's usual charge for reproduction and 14 handling, and carefully transfer the change data to the new copy to the approval 15 of the City. 16 3.5 REPAIR/ RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 Revision Log DATE NAME SUMMARY OF CHANGE 28 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT NO.: 100543:Lake Worth Dam Improvements Project Revised Jule I,201 1 f DIVISION 03 - CONCRETE 032100- 1 03 21 00 REINFORCING STEEL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor and reinforcing materials required to cut, bend, tie, splice, place and support the reinforcement in the material grades, sizes, quantities and locations specified. 1.02 QUALITY ASSURANCE A. Tolerances: 1. Reinforcement shall be placed where specified, with the following maximum tolerances, plus or minus: a. Concrete Cover: 1/4 inch. b. Rebar Spacing: 1/4 inch in 12 inches. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00 "Submittal Procedures" and shall include: 1. Record Data: a. Reinforcing bar layout drawing with bar lists clearly marked and referenced to the Drawings. b. Manufacturers' literature for specified products. 2. Certified Test Reports: a. Certification of steel quality, size, grade and manufacturer's origin. 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society for Testing and Materials (ASTM) Standards: ASTM A1064 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete ASTM A615 Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement 2. American Concrete Institute (ACI) Publications: ACI 301 Specification for Structural Concrete ACI SP-66 ACI Detailing Manual ACI 318 Building Code Requirements for Structural Concrete Reinforcing Steel Miscellaneous Cast-In-Place Concrete 032100-2 3. Concrete Reinforcing Steel Institute (CRSI) Publications: CRSI I Manual of Standard Practice 1.05 DELIVERY AND STORAGE A. Store steel reinforcement above the surface of the ground upon platform skids or other supports. Protect from mechanical and chemical injury and surface deterioration caused by exposure to conditions producing rust. When placed in the Work, steel reinforcement shall be free from dirt, scale, dust, paint, oil and other foreign material. Tag and store steel reinforcement for ease of correlation with Shop Drawings. 1.06 JOB CONDITIONS A. Proposed deviations from reinforcing indicated on the Drawings or Specifications shall be approved in writing by the Engineer prior to fabrication. B. Lap lengths shall be of the length shown on the Drawings or noted in lap and embedment table, and shall be in compliance with ACI 318. C. Specified cover for reinforcing shall be maintained throughout construction. Bars shall be cut to lengths necessary to allow for proper clearances. Cover of concrete shall be measured from face of forms to outside face of reinforcement. D. Stirrups shall be hooked. 2.00 PRODUCTS 2.01 MATERIALS A. Steel Reinforcing Bars: Billet-Steel bars for concrete reinforcement conforming to ASTM A615; Grade 60, with minimum yield strength of 60,000 psi. Steel reinforcing bars shall be produced in the United States of America. B. Welded Wire Fabric: Cold-drawn steel wire conforming to ASTM A1064; flat sheets fabricated in accordance with ASTM A1064. C. Supports (Chairs): Bar supports shall be of the proper type for the intended use. Bar supports shall be uniform high density polyethylene (plastic) or fiberglass reinforced plastic (FRP) conforming to CRSI Class 1, Maximum Protection. D. Spacers: Precast mortar blocks with a 28-day compressive strength that is greater than the specified concrete strength in which the blocks are being placed. E. Mechanical Bar Splices: Cadweld splices as manufactured by Erico Products, Inc., or approved equal, installed in strict accordance with the manufacturer's instructions and recommendations. The mechanical devices shall develop at least 125 percent of the specified yield of the spliced bars. F. Mechanical Threaded Splices: Mechanical threaded connections shall utilize a metal coupling sleeve with internal threads which engage threaded ends of the bars to be spliced and shall develop in tension or compression 125 percent of the specified yield strength of the bar. Reinforcing Steel Miscellaneous Cast-In-Place Concrete 032100-3 2.02 FABRICATIONS A. Bending: Reinforcement shall be bent cold by machine to shapes indicated on the Drawings; true to shapes indicated; irregularities in bending shall be cause for rejection. Unless otherwise noted, all hook and bend details and tolerances shall conform to the requirements of ACI SP-66 and ACI 318. 3.00 EXECUTION 3.01 PREPARATION A. Before any concrete is placed, all mortar blocks to be used for holding steel in position adjacent to formed surfaces shall be cast in individual molds, after which time the blocks shall be immersed in water for the remainder of at least a 4-day curing period. The blocks shall be cast with the sides beveled and in such a manner that the size of the block increases away from the surface to be placed against the forms. Blocks shall be in the form of a frustum of a cone or pyramid. Suitable tie wires shall be provided in each block for anchoring the block to the reinforcing steel, and to avoid displacement when placing the concrete. The size of the surface to be placed adjacent to the forms shall not exceed 2-1/2 inches square or the equivalent thereof when circular or rectangular areas are provided. Blocks shall be accurately cast to the thickness required, and the surface to be placed adjacent to the forms shall be a true plane free of surface imperfections. 3.02 INSTALLATION A. General: Place the reinforcement carefully and accurately in the concrete structures. Rigidly tie and support the reinforcement. Welding of any type of reinforcement shall not be permitted. B. Splices: 1. Splicing of bars, except where indicated on the Drawings, shall not be permitted unless approved by the Engineer prior to fabrication. Splices shall be kept to a minimum. Splices shall preferably occur at points of minimum stress. Lap splices which are permitted shall have a lap in accordance with ACI 318. Rigidly clamp or wire the bars at all splices, in accordance with ACI. Overlap sheets of wire fabric sufficiently to maintain a uniform strength and securely fasten. 2. Welding of reinforcing steel splices shall not be permitted. 3. Make mechanical splices where shown on the Drawings using Cadweld splices or approved equal, installed in accordance with the manufacturer's instructions and recommendations. The mechanical device shall develop at least 125 percent of the specified yield strength of the bar. C. Placement: 1. Place steel reinforcement, as indicated on the Drawings with the specified tolerances. Hold securely in place during the placing of the concrete. The minimum clear distance between bars shall be per ACI 318 unless noted otherwise. Always pass vertical stirrups around the main tension members and securely attach thereto. Wire reinforcing together at a sufficient number of intersections to produce a sound, sturdy mat or cage Reinforcing Steel Miscellaneous Cast-In-Place Concrete 032100-4 of reinforcement that will maintain the reinforcement in correct positions when the concrete is placed. 2. Hold the reinforcing steel in concrete slabs firmly in place with wire supports or"chairs." Sizing and spacing of the chairs shall be sufficient to properly support the steel, and shall be in accordance with CRSI Publications "Manual of Standard Practice in." 3. Space the reinforcing steel in concrete walls the proper distance from the face of the forms, as indicated on the Drawings: a. For wall surfaces exposed to view, use chairs. b. For wall surfaces not exposed to view, use chairs or precast mortar blocks. 4. Where reinforcing conflicts with location of anchor bolts, inserts, etc., submit prompt notifications so that revisions can be made before concrete is placed. No cutting of reinforcing shall be permitted without the prior approval of the Engineer. 5. Welded wire shall be fabricated flat sheets, in longest practical lengths. Lap joints one mesh. Do not locate end laps over beams of continuous structures or midway between supporting beams. Offset end laps of adjacent widths to prevent continuous lap. Fasten ends and sides of welded wire fabric at 48 inches O.C. with tie wire. 6. Reinforcing shall extend through construction joints. 3.03 FIELD QUALITY CONTROL A. Concrete shall not be placed until the Engineer has observed the final placing of the reinforcing steel, and has given permission to place concrete. END OF SECTION Reinforcing Steel Miscellaneous Cast-In-Place Concrete 033053-1 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 1.00 GENERAL 1.01 SUMMARY A. This Section specifies cast-in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. 1.02 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete mixture. 1. Submit mix design supporting documentation and calculations as required. 1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C94/C94M requirements for production facilities and equipment. B. Source Limitations: Obtain each type of cement of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer. C. Comply with ACI 301, "Specification for Structural Concrete," including the following sections, unless modified by requirements in the Contract Documents: 1. "General Requirements." 2. "Formwork and Formwork Accessories." 3. "Reinforcement and Reinforcement Supports." 4. "Concrete Mixtures." 5. "Handling, Placing, and Constructing." D. Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 2.00 PRODUCTS 2.01 FORMWORK A. Furnish formwork and formwork accessories according to ACI 301. 2.02 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed. B. Plain-Steel Welded Wire Reinforcement: ASTM A1064, fabricated from as-drawn steel wire into flat sheets. Miscellaneous Cast-In-Place Concrete PROJECT NO. 100543: Lake Worth Dam Improvements Project 033053-2 2.03 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source throughout the Project: 1. Portland Cement: ASTM C150,Type I. 2. Fly Ash: ASTM C618, Class F. No more than 20 percent of the cement may be replaced with fly ash. B. Coarse Aggregate: ASTM C33,graded, uniformly graded, of the size scheduled and as follows: 1. Class: Moderate weathering region, but not less than 3M. C. Fine Aggregate: 1. Washed and screened natural sands or sands manufactured by crushing stones; conforming to ASTM C33. The gradation in ASTM C33 is: Sieve Size Percent Retained Percent Passing 3/8" 0 100 #4 0-5 95-100 #8 0-20 80-100 #16 15-50 50-85 #30 40-75 25-60 #50 70-90 10-30 #100 90-98 2-10 2. Fine aggregate shall have not more than 45 percent retained between any two consecutive sieves. Its fineness modulus, as defined in ASTM C125, shall be not less than 2.3 nor more than 3.1. D. Water: ASTM C94/C94M; potable. 2.04 ADMIXTURES A. Air-Entraining Admixture: ASTM C260. B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. Water-Reducing Admixture ASTM C494/C494M,Type A Retarding Admixture ASTM C494/C494M,Type B Water-Reducing and Retarding Admixture ASTM C494/C494M,Type D High-Range, Water-Reducing Admixture ASTM C494/C494M,Type F High-Range, Water-Reducing and Retarding ASTM C494/C494M,Type G Admixture Miscellaneous Cast-In-Place Concrete PROJECT NO. 100543: Lake Worth Dam Improvements Project 033053-3 Plasticizing and Retarding Admixture ASTM C1017/C1017M,Type II 2.05 RELATED MATERIALS A. Joint Materials for Water-Retaining Structures: 1. Pre-molded, resilient, non-bituminous expansion joint filler conforming to ASTM D1752, Type "II", in the thickness specified. 2. Joint sealer conforming to ASTM D6690. 3. Expansion joint sealant for potable water shall be a two-component, non-sag, polysulfide sealant containing no lead or mercury; conforming to Fed. Spec.TT S 00227E,Type "II", Class A; applied according to the manufacturer's specifications. Backing material for sealant shall be a rod of a diameter and composition recommended by the sealant manufacturer. B. Non-Shrink Non Metallic Grout: Pre mixed, non-staining, non-shrink grout; minimum 28-day compressive strength of 5000 psi. 1. Products: a. Masterflow 713 Plus by BASF The Chemical Company. b. Five Star Grout by Five Star Products, Inc. c. SikaGrout 212 by Sika Corporation. 2.06 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete. B. Absorptive Cover: AASHTO M182, Class 2, burlap cloth made from jute or kenaf,weighing approximately 9 oz./sq.yd. when dry. C. Moisture-Retaining Cover: ASTM C171, polyethylene film or white burlap-polyethylene sheet. D. Water: Potable. E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C309,Type 1, Class B. 2.07 CONCRETE MIXTURES A. Comply with ACI 301 requirements for concrete mixtures. B. Normal-Weight Concrete: Prepare design mixes, proportioned according to ACI 301, as follows: Miscellaneous Cast-In-Place Concrete PROJECT NO. 100543: Lake Worth Dam Improvements Project 033053-4 Min. 28-Day Maximum Maximum Maximum Minimum Compressive r Sacks of Use Size of Coarse Water/Cement Slump Strength Cement per Aggregate Ratio (in.) (psi) cubic yard General 3000 1-1/2" 0.45 5 5.5 Utility blocking, 1500 11/2" 0.70 4 4.0 cradling and Size No. 467 encasement 1. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of floor slabs to receive troweled finishes to exceed 3 percent. 2.08 CONCRETE MIXING A. Ready-Mixed Concrete: 1. Measure, batch, mix, and deliver concrete according to ASTM C94/C94M, and furnish batch ticket information. 2. When air temperature is above 90 F, reduce mixing and delivery time to 60 minutes. 3.00 EXECUTION 3.01 FORMWORK A. Design, construct,erect, brace, and maintain formwork according to ACI 301. 3.02 STEEL REINFORCEMENT A. Comply with CRSI's"Manual of Standard Practice" for fabricating, placing,and supporting reinforcement. 3.03 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Locate and install so strength and appearance of concrete are not impaired. C. Isolation Joints: Install joint-filler strips at junctions with slabs-on-grade and vertical surfaces,such as column pedestals,foundation walls,grade beams,and other locations, as indicated. D. Extend joint fillers full width and depth of joint,terminating flush with finished concrete surface, unless otherwise indicated. 3.04 CONCRETE PLACEMENT A. Comply with ACI 301 for measuring, batching, mixing,transporting, and placing concrete. B. Do not add water to concrete during delivery, at the Site,or during placement. Miscellaneous Cast-In-Place Concrete PROJECT NO. 100543: Lake Worth Dam Improvements Project 033053-5 C. Consolidate concrete with mechanical vibrating equipment. 3.05 FINISHING FORMED SURFACES A. No Finish: After forms are removed, repair or patch tie holes and defects. Otherwise, no additional finish is required. Apply to surfaces which are not visible from the inside or outside of the completed structure or less than 12 inches below finish grade (i.e. back of retaining walls below embankment, etc.). B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 inch. Apply to concrete surfaces exposed to view. C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.06 FINISHING UNFORMED SURFACES A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane before excess moisture or bleedwater appears on surface. Do not further disturb surfaces before starting finishing operations. C. Float Finish: Apply float finish to surfaces to receive trowel finish. D. Trowel Finish: Apply a hard trowel finish to surfaces exposed to view except for exterior traffic surfaces. E. Nonslip Broom Finish: Apply a nonslip broom finish to exterior concrete traffic surfaces. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber- bristle broom perpendicular to main traffic route. 3.07 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and with ACI 301 for hot- weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 Ib./sq.ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. D. Curing Methods: Miscellaneous Cast-In-Place Concrete PROJECT NO. 100543: Lake Worth Dam Improvements Project 033053-6 1. Cure formed and unformed concrete for at least 7 days by one or a combination of the following methods: a. Moisture Curing: 1). Keep surfaces continuously moist for not less than 7 days with the following materials: a). Water. b). Continuous water-fog spray. c). Absorptive cover,water saturated and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers. b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than 7 days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. c. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.08 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests,and submit test reports during concrete placement according to requirements specified in this Article. B. Tests: Perform according to ACI 301. 1. Testing Frequency: One composite Sample shall be obtained for each day's pour of each concrete mix exceeding 5 cubic yards but less than 25 cubic yards, plus one set for each additional 50 cubic yards or fraction thereof. 3.09 REPAIRS A. Remove and replace concrete that does not comply with requirements in this Section. END OF SECTION Miscellaneous Cast-In-Place Concrete PROJECT NO. 100543: Lake Worth Dam Improvements Project DIVISION OS - METALS 055200- 1 05 52 00 METAL RAILINGS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install handrails, toeguards and ancillary fasteners and components. 1.02 QUALITY ASSURANCE A. Design Criteria: Guardrails and handrails shall conform to OSHA requirements and shall be designed to resist a concentrated load of 200 pounds applied to the top rail at any point and in any direction. Deflections resulting from such stresses shall not be permanent. Reinforcing dowels may be required to meet these requirements. B. Style: Handrails shall be multi-rail type. The number of rails shall be as indicated on the plans, or as required by local codes or OSHA requirements. Railings accessible to the public shall be designed so that the clear spacing between horizontal rails shall be spaced so that a 12-inch diameter sphere cannot pass through the railings. C. Tolerances: The railing system shall be installed to the following tolerances: Maximum variation from plumb 1/4" Maximum offset from alignment 1/4" 1.03 SUBMITTALS A. Submittals shall include: 1. Manufacturer's product data sheets and specifications. 2. Certification of compliance with local, state, or Federal codes, and OSHA requirements. 3. Shop drawings indicating railing layout, methods of assembly, attachments, anchorage types,and expansion joints. 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society of Testing and Materials (ASTM) Standards: ASTM A36 Specification for Carbon Structural Steel Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated ASTM A53 Welded and Seamless ASTM B26 Specification for Aluminum-Alloy Sand Castings ASTM B43 Specification for of Seamless Red Brass Pipe, Standard Sizes ASTM 8210 Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes Metal Railings PROJECT NO. 100543: Lake Worth Dam Improvements Project 055200-2 ASTM 8221 Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes ASTM 8241 Specification for Aluminum and Aluminum-Alloy Seamless Pipe and Seamless Extruded Tube ASTM E894 Test Method for Anchorage of Permanent Metal Railing Systems and Rails for Buildings ASTM E985 Specifications for Permanent Metal Railing Systems and Rails for Buildings 2. American National Standards Institute (ANSI) Standards: ANSI A21.1 Safety Requirements for Floor and Wall Openings, Railings, and Toe Boards ANSI A58.1 Minimum Design Loads in Buildings and Other Structures ANSI A117.1 Specifications for Making Building and Structures Accessible to and Usable by Physically Handicapped 3. American Welding Society (AWS) Code: AWS Code for Welding in Building Construction 4. Occupational Safety and Health Administration (OSHA) Standards: OSHA 29 CFR 1910 Occupational Safety and Health Standards 5. International Conference of Building Officials (ICBO) Code: UBC, 1988 1 Uniform Building Code 6. National Association of Architectural Metal Manufacturers (NAAMM): NAAMM Metal Finishes Manual NAAMM Pipe Railing Manual NAAMM Stair Manual 1.05 DELIVERY AND STORAGE [NOT USED] 1.06 JOB CONDITIONS A. The Contractor shall be responsible for taking complete field measurements of all areas scheduled for handrails to assure a proper fit to field conditions. B. Provide any concrete inserts required for railing anchorage. C. Top handrail shall extend continuously over posts, rather than attaching to sides of posts. Provide splices in horizontal railings complete with splice reinforcing inserts. Provide expansion joints at 30-foot maximum intervals or as recommended by the manufacturer, whichever is the lesser. Provide expansion fitting which is anchored to one railing and is free to move at the opposite railing. 1.07 OPTIONS Metal Railings PROJECT NO. 100543: Lake Worth Dam Improvements Project 055200-3 A. Steel pipe handrails shall be all welded construction. 2.00 PRODUCTS 2.01 MATERIALS A. Steel Pipe: 1-1/4 -inch, I.P.S. Schedule 40 steel pipe conforming to ASTM A53. B. Mechanical Fasteners: Furnish mechanical fasteners as recommended by the manufacturer for the following conditions: 1. Stainless steel RHMS 1/4-inch, 20-by-1-inch SEMS with lock washers. 2. Stainless steel 1/4-inch, 20 RHMS with nut. 3. Cadmium-plated sleeve anchor bolts, 3/8 by 3 inches. 4. Cadmium plated sleeve anchor bolts, 3/8 by 6 inches. C. Factory Bends and Special Railings: Furnish factory bend at railings, including stair turns and other special shapes required by the conditions. Perform no bending in the field. Shapes requiring more than one piece shall be shop welded with welds ground smooth and not visible when erected. D. Structural Adhesive: An approved epoxy adhesive, as recommended by the railing manufacturer, such as 3M "Scotch-Weld", or approved equal. E. Post Setting Epoxy: Silicone Specialties "E-Bond#165", Sika Corp. "Sikador Hi-mod",or approved equal. F. Steel Anchors: Anchors and other appurtenances shall conform to ASTM A36. G. Safety Chain: 13-link-per-foot wrought aluminum chain with 1/4-inch stainless steel eyebolt and harness snap. 2.02 MANUFACTURED PRODUCTS [NOT USED] 2.03 WELDED STEEL RAILINGS A. Steel handrails and guardrails shall be fabricated of 1-1/4 inches, I.P.S. Schedule 40 steel pipe with all welded construction. Cut pipe intersections to the diameter of the connecting pipe and weld all around the connections. Posts shall be truly vertical and shall be shop welded to a steel base plate. B. Furnish fabricated welding type fittings, including end terminals which curve and anchor to the wall, pipe end terminals, bases, wall brackets, and wall flanges. Railings shall have rounded corners and returns using flush welded fittings. 3.00 EXECUTION 3.01 INSTALLATION A. Post spacing shall not exceed maximum spacing required by local or state codes, or OSHA requirements, or 8-foot centers; whichever is least. Handrail posts at stairs shall be spaced as required to produce uniform spacing between posts. Metal Railings PROJECT NO. 100543: Lake Worth Dam Improvements Project 055200-4 B. Install toe boards between posts at locations indicated on the plans or required by OSHA. Toe boards shall be shipped in 24-foot lengths and cut to fit in the field. Provide clamp at each past which locks in to groove on backside of toe board. Attachment shall allow the metal to expand and contract. Splices shall occur only at vertical posts. C. Provide splices and expansion joints, each having an internal splice connector. Install expansion joints according to the manufacturer's recommendations. Expansion joints shall be free to move on one side and shall not exceed intervals of 30 feet on straight runs. D. Apply one coat of bituminous paint with a minimum thickness of 10 mils dry film thickness at railing components in contact with concrete or dissimilar materials. E. Welded systems shall have all joints welded continuously around each juncture with small, uniform welds. Steel welded pipe shall have welds ground smooth. Aluminum welds, if neatly made and uniform in appearance need not be ground, except when appearance is a factor and welds are not made neatly and smoothly as determined by Engineer. Gates shall be all welded construction regardless of the method of assembly of remainder of railing system. F. Provide a 3/16-inch stainless steel safety chain attached to an eye-bolt at the vertical post, where indicated on the plans. Provide a spring loaded clip at the opposite end. G. Provide 3/16-inch diameter weep holes located 1/4 to 3/4 inch above the grout line at exterior posts set in concrete. 3.02 FINISH A. Steel handrails shall be hot dipped galvanized. 3.03 CLEAN AND ADJUST A. Remove any protective covering from handrails and remove all adhesive. 3.04 SCHEDULES A. Handrails and guard rails shall be of the material and type shown on the drawings. END OF SECTION Metal Railings PROJECT NO. 100543: Lake Worth Dam Improvements Project 055200-5 APPENDIX A A1.00 MEASUREMENT AND PAYMENT A2.00 HANDRAIL A. Measurement for Handrail shall be per linear foot, installed in accordance with the contract documents. Adjustments may be made to the length of handrail. B. Payment for Handrail shall be made at the unit price bid per linear foot for "Handrail", which price shall be full compensation for furnishing all plant, labor, materials and equipment required for installation of the handrail regardless of installed length. Metal Railings PROJECT NO. 100543: Lake Worth Dam Improvements Project DIVISION 31 - EARTHWORK 31 11 00.13-1 31 1100.13 CLEARING AND GRUBBING 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment, and incidentals necessary to clear, grub, and dispose of cleared and grubbed materials. Maintain tools and other equipment necessary to completed specified work. 1.02 JOB CONDITIONS A. Debris,trash, or rubbish resulting from clearing and grubbing shall become property of the Contractor. It shall be promptly disposed of in compliance with the applicable ordinances. 2.00 PRODUCTS(NOT APPLICABLE) 3.00 EXECUTION 3.01 CLEARING A. Thoroughly clear the limits indicated. Clearing shall consist of the felling, cutting up, and the satisfactory disposal of trees and other vegetation, together with the down timber, snags, brush, rubbish, fences, and debris occurring within the area to be cleared. Cut off trees, other vegetation, stumps, roots, and brush in the area flush with or slightly below the original ground surface. Trees and brush outside the limits of the indicated areas to be cleared, but within the immediate vicinity of the work that interfere with or retard the progress of construction operations, may be removed upon receipt of the approval of the Engineer. Clearing consists of removal flush with the ground surface. 3.02 GRUBBING A. Thoroughly grub the areas indicated. Grubbing shall consist of the removal and disposal of stumps and roots larger than 1 inch in diameter to the depth indicated, matted roots, abandoned structures, abandoned concrete foundations, and concrete floor slabs. B. In foundation areas, excavate and remove stumps, roots, logs, or other timber more than 1 inch in diameter, matted roots, and other vegetative matter, and debris not suitable for foundation purposes to a depth not less than 18 inches below the final foundation ground elevation. Refill depressions excavated for and by the grubbing operations in the embankment area as specified in Section 35 73 13.16 "Compacted Fill." Grubbing shall be completed at least 50 feet in advance of stripping operations. C. Remove timber, logs, stumps, roots, brush, rotten wood, and other refuse from the clearing and grubbing operations from the Owner's property. D. No burning of debris shall be permitted. Disposal of materials in streams shall not be permitted and no material shall be piled in stream channels or in areas where it might be washed away by floods. Timber within the areas to be cleared shall become the property of the Contractor, and the Contractor may cut, trim, hew, saw, or otherwise dress felled timber Clearing and Grubbing PROJECT N0. 100543: Lake Worth Dam Improvements Project 31 11 00.13-2 within the limits of the Owner's property, provided timber and waste material is disposed of in a satisfactory manner. END OF SECTION Clearing and Grubbing PROJECT NO. 100543: Lake Worth Dam Improvements Project 31 11 00.13-3 APPENDIX A A1.00 MEASUREMENT AND PAYMENT A1.01 MEASUREMENT A. No measurements are required. A1.02 PAYMENT A. Payment for work covered under this Section of the specifications will be made at the lump sum price bid for "Clearing and Grubbing", which payment shall constitute full compensation for labor, equipment, tools, and incidentals necessary to complete the work specified herein, including refilling of depressions. No payment will be made for clearing and grubbing as such in the borrow areas, or the waste disposal areas, and cost thereof shall be included in the appropriate bid price of the type of work involved. The amount bid for "Clearing and Grubbing" shall not exceed 1 percent of the total amount bid for the project, exclusive of"Clearing and Grubbing." END OF APPENDIX A Clearing and Grubbing PROJECT NO. 100543: Lake Worth Dam Improvements Project 3123 19.01-1 3123 19.01 CARE OF WATER DURING CONSTRUCTION 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to operate pumps, piping and other facilities to assist in the removal of surface water and ground water, and provide protection from flood waters. Build and maintain the necessary temporary impounding works, channels, and diversions. Remove the temporary works, equipment, and materials after completion in strict accordance with this Section of the specifications and the applicable drawings. 1.02 SUBMITTALS A. Submittals shall include: 1. Plans and procedures for handling flood flows and dewatering excavations. Modifications to these plans shall be submitted for approval by the Engineer. B. Approval of submittals does not relieve the Contractor of full responsibility and liability for care of water during construction. 2.00 PRODUCTS (NOT APPLICABLE) 3.00 EXECUTION 3.01 FLOOD FLOWS AND OTHER WATER A. The Contractor is responsible for handling and diverting any flood flows, stream flows, or any other water, including groundwater encountered during the progress of the work. Build, maintain, and operate cofferdams, channels, flumes, sumps, and other temporary works as needed to pass floodwater or divert stream flow or pass other surface water through or around the construction site and away from construction work while it is in progress. Unless otherwise approved by the Owner, a diversion must discharge into the same natural watercourse in which its headworks are located. Construct permanent work in areas free from water. Full responsibility for the successful dewatering of the work areas rests with the Contractor. Remove protective works, after they have served their purpose, in a manner satisfactory to the Owner or his representative. 3.02 DEWATERING EXCAVATED AND OTHER FOUNDATION AREAS A. The Contractor is responsible for dewatering foundations for all areas during construction of the works of improvement, including areas of required backfills. Lower the water table as needed to keep work areas free of standing water or excessive muddy conditions as needed for proper performance of the construction work. Furnish, prepare, and maintain drains, sumps, casings, well points, and other equipment needed to dewater areas for required construction work. Any dewatering method that causes a loss of fines from foundation areas shall not be permitted. Keep available standby equipment to assure the proper and continuous operation of the dewatering system. Provide continuous monitoring(24 hours per day) of the dewatering system to assure continuous operation. Care of Water During Construction PROJECT NO. 100543: Lake Worth Dam Improvements Project 3123 19.01-2 B. Construction modifications in the dewatering system may be required by the Engineer to provide adequate performance. In the event of failure of the system, flooding of the excavation may be ordered by the Engineer until the system is operative. 3.03 ADDITIONAL INFORMATION A. Additional Information: For the 20 year period of available data,the estimated average, maximum, and minimum monthly flows in acre-feet at the dam site are: https://waterdata.usgs.gov/tx/nwis/dv/?site no=08045400&agency cd=USGS&referred m odule=sw END OF SECTION Care of Water During Construction PROJECT NO. 100543: Lake Worth Dam Improvements Project 3123 19.01-3 APPENDIX A A2.00 MEASUREMENT AND PAYMENT A2.01 MEASUREMENT A. No measurements are required. A2.02 PAYMENT A. Payment for the work covered under this Section of the specifications will be made at the lump sum price bid for "Care of Water During Construction", which payment shall constitute full compensation for all costs of furnishing the labor,equipment, and materials for any temporary diversions and drainage channels, installing pumps and other equipment as required, maintaining the work free from water, and removing the temporary protective works. Partial payments will be made based upon the number of days bid allowable for the contract and the number of contract days completed. END OF APPENDIX A Care of Water During Construction PROJECT NO. 100543: Lake Worth Dam Improvements Project 312333- 1 31 23 33 TRENCHING AND BACKFILL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to perform operations in trenching, pipe bedding, backfilling, clearing,grubbing and site preparation; handling, storage, transportation and disposal of excavated material; pumping and dewatering; preparation of subgrades; protection of adjacent property; fills, grading; and other appurtenant work. Trenching, backfilling, and pipe embedment procedures shall be in full compliance with Section 3123 33.14 "Trench Safety." Earth removed from excavations and which is not required for backfill shall be removed from the Site by the Contractor at his own expense, unless arrangements are made with the Owner through his representative to allow disposal on Site. If permitted, the Contractor shall dump and spread excess earth in a manner agreed upon by the Contractor and the Owner. Excavations, other than trench excavation, are not part of this Section. 1.02 QUALITY ASSURANCE A. Classification: 1. Excavations shall include material of whatever nature encountered, including but not limited to clays, sands, gravels, conglomeritic boulders, weathered clay shales, rock, debris and abandoned existing structures. Excavation and trenching shall include the removal and subsequent handling of materials excavated or otherwise handled in the performance of the Work. 2. Bidders must satisfy themselves as to the actual existing subsurface conditions prior to the submittal of a proposal to complete the proposed Work. 3. Trench excavation shall consist of excavation to the lines and grades indicated, required for installation of the pipe, pipe bedding, backfill, and to accommodate trench safety systems. 1.03 SUBMITTALS [NOT USED] 1.04 REFERENCE SPECIFICATIONS A. Section 0133 00 "Submittal Procedures." B. Section 03 30 00 "Cast-In-Place Concrete." C. Section 3123 33.14 "Trench Safety." 1.05 STANDARDS A. The following publications, referred to hereafter by basic designation only, form a part of this Section to the extent indicated by the references thereto: 1. American Society for Testing and Materials (ASTM) Standards: Trenching and Backfill PROJECT NO. 100543: Lake Worth Dam Improvements Project 312333-2 ASTM C33 Standard Specification for Concrete Aggregates ASTM C88 Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate ASTM C125 Standard Terminology Relating to Concrete and Concrete Aggregates Standard Test Method for Resistance to Degradation of Small-Size ASTM C131 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine Standard Test Method for Resistance to Degradation of Large-Size ASTM C535 Coarse Aggregate by Abrasion and Impact in the Lost Angeles Machine ASTM D448 Standard Classification for Size of Aggregate for Road Bridge Construction ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-Ib/ft3 (600 kN-m/m3) ASTM D1556 Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D4253 Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table ASTM D4254 Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density ASTM D6938 Standard Test Method for In-Place Density and Water Content of Soil and Soil-aggregate by Nuclear Methods (Shallow Depth) ASTM G57 Standard Test Method for Field Measurement of Soil Resistivity Using the Wenner Four-Electrode Method B. Any other testing required by these specifications and not specifically referenced to a standard shall be performed under ASTM or other appropriate standards as designated by the Engineer. C. Reference herein or on the Drawings to soil classifications shall be understood to be according to ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). 1.06 DELIVERY AND STORAGE A. Excavated materials to be used for backfill may be deposited in stockpiles at points convenient for rehandling the material during the backfilling process. The location of stockpiles shall be within the limits of construction easements or public right-of-way. The location of stockpiles is subject to the approval of the Owner or the Owner's representative. Keep drainage channels clear of stockpiled materials. 1.07 JOB CONDITIONS A. Place no embedment or backfill material during freezing weather or upon frozen subgrades or previously placed frozen embedment or backfill materials. Trenching and Backfill PROJECT NO. 100543: Lake Worth Dam Improvements Project 312333-3 2.00 PRODUCTS 2.01 MATERIALS A. Concrete for Backfill, Blocking, Cradling and Encasement: Unless other strength requirements are designated, concrete used shall be 1500 psi as specified in Section 03 30 53 "Miscellaneous Cast-In-Place Concrete." B. Class 1 Earth Fill: Limited to clays and sandy clays classified as CH material with a liquid limit greater than or equal to 50, a plasticity index greater than or equal to 25, and a minimum of 60 percent passing the No. 200 sieve, which are free of organic materials. C. Class 3 Earth Fill: Consist of any materials classified as CH, CL, SM, SP, SP-SM, SC, and GC, which have a minimum plasticity index of 4, which are free of organic materials. D. Class 12 Earth Fill: Consist of soils suitable for topsoil which are relatively free of stones or other objectionable debris, which have sufficient humus content to readily support vegetative growth. The suitability of soils for topsoil shall be subject to the approval of the Engineer. E. Cement: Type I Portland Cement. F. Modified Flowable Fill: Modified Plowable backfill in areas of possible future excavation shall consist of a mixture of native soils or manufactured materials, cement and/or fly ash, air entraining material and water which produces a material with unconfined compressive strength of between 250 and 450 psi after 28 days. Any materials used shall be primarily granular, with a plasticity index less than 12 and with 100 percent passing a 3/4-inch sieve. The flowable mixture shall be mixed in a pub mill, concrete mixer, or transit mixer and shall have a minimum slump of 5 inches. The flowable mixture must be allowed to set prior to the placement of any overlying materials. Modified flowable backfill in permanent areas such as abandoned pipe closures shall contain the same materials and have an unconfined compressive strength greater than 250 psi after 28 days. Note to Specifier: The paragraph below is optional. If used be sure it shows in your trench detail. 3.00 EXECUTION 3.01 PREPARATION A. Site: 1. Clear sites of logs, trees, roots, brush, tree trimmings and other objectionable materials and debris which are to be occupied by pipe trenches, and grub stumps. Designate material not salvaged for reuse as surface material as spoiled and dispose of material in accordance with Paragraph 3.01.E, Disposal of Spoil Material. B. Dewatering: 1. Provide and maintain adequate dewatering equipment to remove and dispose of surface and ground water entering the excavations, trenches, or other parts of the Work. Keep each excavation dry during subgrade preparation and continually thereafter until the proposed pipe is installed. Maintain the proper procedures Trenching and Backfill PROJECT NO. 100543: Lake Worth Dam Improvements Project 312333-4 necessary to protect against damage to the proposed Work from hydrostatic pressure, flotation, or other water related causes. 2. Dewater excavations which extend down to or below ground water elevation by lowering and keeping the ground water level a minimum of 2 feet below the bottom of the excavation. 3. Divert surface water or otherwise prevent water from entering excavated areas to the fullest extent possible without causing damage to adjacent property. 4. Provide and maintain any piping or conduit necessary to facilitate drainage. Do not alter area drainage patterns to the extent that adjacent property and landowners become threatened with localized flooding and/or water damage. Should such a situation occur, the Contractor shall be responsible for repairing the damage at no additional cost to the Owner. C. Protection of Existing Structures and Utilities: 1. Where construction endangers adjacent structures, utilities, embankments and/or roadways, the Contractor shall, at this own expense, carefully support and protect such structures so that no damage occurs throughout the construction process. In case damage should occur,the Contractor shall be responsible for restoring the damaged structure to a condition acceptable to the Owner of that structure and shall bear all cost of such reparations. 2. Repair or replace damaged street surfaces, driveways, sidewalks, curbs, gutters,fences, drainage structures, or other such facilities to the satisfaction of the Owner. Structures shall be returned to a condition equal to or better than the original condition and of same or better material and quality. D. Blasting: Blasting shall not be allowed in any instance. E. Disposal of Spoil Material: 1. Suitable material from excavations which meets the requirements for pipe backfill material as indicated, except stripping excavation, may be reused. Designate the remaining excavated materials as spoiled material and dispose of material off the Site in accordance with all applicable laws, ordinances, and codes. Contractor shall be responsible for the storage, transportation, and deposition of spoiled material and shall be responsible for acquiring the necessary permits, and the payment of fees and duties at no additional cost to the Owner. 2. No burning of materials shall be permitted on the Site. 3.02 TRENCH EXCAVATION A. General: The trenches shall be excavated to the alignment and depth indicated or as necessary for the proper installation of the pipe and appurtenances. Brace and dewater the trench if necessary so that the workmen may work therein safely and efficiently. Any specific requirement listed in Paragraph [3.00], Execution, may be modified as necessary to meet OSHA requirements. However, if trench widths are wider than indicated, the Contractor shall be responsible for determining and furnishing the proper class of embedment and piping for the installation with no additional compensation to the Contractor. Trenching and Backfill PROJECT NO. 100543: Lake Worth Dam Improvements Project 312333-5 B. Pipe Foundation Subgrade: 1. Excavate the trench to an even grade to permit the installation of the pipe so that the full length of the pipe barrel is supported on the proper depth of bedding material. The entire foundation subgrade area in the bottom of the excavations shall be firm, stable material, and the material shall not be disturbed below required grade except as described in this Section. Where the character of the subgrade material is such that proper subgrade cannot be obtained at the elevation indicated, deepen the excavation to a satisfactory subgrade material. 2. Remove the material until a firm, stable, and uniform bearing is reached and the subgrade brought back to the required grade with the specified bedding material compacted in place or with lean concrete material. The expense of replacing any unsatisfactory subgrade shall be borne by the Contractor. C. Correcting Faulty Grade: Should any part of the trench be excavated below required grade, correct the trench with bedding material, thoroughly compacted, or with lean concrete, at no additional compensation to the Contractor. D. Care of Surface Material for Reuse: If local conditions permit reuse, keep surface material suitable for reuse separate from the general excavation material. E. Trenching Methods: The use of any suitable trench digging machinery is permitted except in places where such operations may cause damage, above or below ground, in which case, employ hand methods. F. Pipe Clearance in Rock: Remove ledge rock, rock fragments, shale, or other rock to provide proper clearance for bedding materials. Provide adequate clearance for properly jointing pipe laid in rock trenches at bell holes. 3.03 BACKFILL A. Bedding within Pipe Zone: 1. Concrete Cradle, Encasement or Concrete Arch: Where indicated, install the pipe in concrete cradle, encasement, or concrete arch. Take precautions to prevent pipe movement or deflection during construction. Where pipes are placed below structures, completely encase pipes in 1500 psi concrete, and extend up to bottom of structure. 2. Concrete Blocking: Place blocking to rest against firm undisturbed trench walls. The supporting area for each block shall be at least as great as that indicated and shall be sufficient to withstand the thrust, including water hammer, which may develop. Each block shall rest on a firm undisturbed foundation of trench sides and bottom. B. Compaction Requirements: 1. Compact earth fill and cohesive aggregate fill in maximum 4-inch lifts with pneumatic rollers or power hand tampers and make a minimum of eight passes. 2. Compact cohesionless aggregate fill in maximum 4-inch lifts with vibratory rollers or vibratory plate power hand compactors and make a minimum of eight passes. 3. The acceptability of the compaction equipment shall be based upon the results of a test section. Compact earth fill and cohesive aggregate fill to a minimum of 95 percent of maximum dry density as determined by ASTM D698, Standard Proctor. Trenching and Backfill PROJECT NO. 100543: Lake Worth Dam Improvements Project 312333-6 4. Compact Class 1 and 2 earth fill at a moisture content within minus 0 to plus 5 percentage points of the optimum moisture content. Compact the remaining classes of earth fill and cohesive aggregate fill at a moisture content within minus 2 to plus 5 percentage points of optimum moisture content. The moisture ranges listed above are minimum and maximum limits. A tighter moisture range within these limits may be required to consistently achieve the specified density. 5. Compact cohesionless aggregate fill on which it is not practical to control the density by "Proctor" methods to a minimum of 75 percent relative density as determined by ASTM D4253 and D 4254, or at the discretion of the Engineer, by a field compaction mold method correlated to ASTM D4253 and D 4254. 6. Compact cohesionless aggregate fill at a moisture content within a range that accommodates consistent placement and compaction to the minimum relative density specified above. 7. The Owner will arrange and pay for density and moisture testing. The testing frequency and methods shall be as requested by the Engineer. The Engineer may waive testing requirements on cohesionless bedding where testing is not practical because of limited space between the pipe and trench walls, however, the minimum number of passes of the compaction equipment specified above shall be achieved. 3.04 FINISHING A. Grade and rake areas smooth and even which do not receive any type of paved surface, to allow drainage to drain away from the structures and toward the roads and streets or the natural drainage course. Break up large clods of earth and remove rocks, trash or debris near the surface. B. Finish the top portion of backfill beneath established sodded (lawn) areas with not less than 6 inches of topsoil corresponding to, or better than,that underlying adjoining sodded areas. 3.05 FIELD QUALITY CONTROL A. Compact backfill and appropriate embedment material to a minimum of 95 percent of maximum density at a moisture content of 0 to plus 5 percent of optimum for backfill and at optimum for sand-cement embedment as determined by ASTM D698, Standard Proctor. B. Make periodic tests of compaction for conformance with this Section by an approved testing laboratory selected and paid for by the Owner. Contractor shall pay for re-testing until acceptable test results are obtained. 3.06 CLEAN AND ADJUST A. Remove surplus pipeline materials,tools, rubbish and temporary structures and leave the construction site clean, to the satisfaction of the Engineer. END OF SECTION Trenching and Backfill PROJECT NO. 100543: Lake Worth Dam Improvements Project 3123 33.14-1 3123 33.14 TRENCH SAFETY 1.00 GENERAL 1.01 WORK INCLUDED A. This specification consists of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. This specification is for the purpose of providing minimum performance specifications, and the Contractor shall develop, design, and implement the trench safety system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work"for the workman. B. Should the trench safety protection system require wider trenches than specified elsewhere,the Contractor shall be responsible for the costs associated with determining adequacy of pipe bedding and class, as well as, purchase and installation of alternate materials. 1.02 STANDARDS A. The following standard shall be the minimum governing requirement of this specification and is hereby made a part of this specification as if written in its entirety. 1. Occupational Safety and Health Standards- Excavations (29CFR Part 1926), U.S. Department of Labor, latest edition. B. Comply with the applicable Federal, State, and local rules, regulations, and ordinances. 2.00 PRODUCTS (NOT APPLICABLE) 3.00 EXECUTION (NOT APPLICABLE) END OF SECTION Trench Safety PROJECT NO. 100543: Lake Worth Dam Improvements Project 313700- 1 31 37 00 RIPRAP 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment,tools and incidentals necessary to produce and place the riprap and bedding material. 1.02 SUBMITTALS A. Certified Test Results for rock riprap for soundness, gradation, and unit weight. 1.03 STANDARDS A. Sampling and testing of material shall be in compliance with the latest revision of the following except where specifically modified: 1. American Society for Testing and Materials (ASTM) Standards: ASTM C88 Standard Specification for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium sulfate ASTM C127 Standard Specification for Specific Gravity and Absorption of Coarse Aggregates ASTM C136 Standard Specification for Sieve Analysis of Fine and Coarse Aggregates 1.04 DELIVERY AND STORAGE; RIPRAP STOCKPILE A. Riprap temporarily stockpiled for construction purposes shall be located in an area approved by the Owner. Riprap materials shall not be located so as to block or restrict equipment and vehicle access to existing structures. 2.00 PRODUCTS 2.01 MATERIALS A. Bedding Material: 1. Bedding material shall be crushed stone,gravel or a blend of crushed stone and gravel. Bedding material shall be composed of tough durable particles; shall be reasonably free from thin, flat, and elongated pieces; shall be well graded between the prescribed limits; and shall contain no organic matter or soft, friable particles in quantities considered objectionable by the Owner. 2. Bedding material shall have a loss of less than 18 percent weighted average at five cycles when tested for soundness in magnesium sulfate in accordance with ASTM C88 using particles passing a 2-1/2-inch sieve and retained on a 1-1/2-inch sieve. After final drying, the material shall be screened over the 1-1/4-inch sieve. A minimum of one soundness test shall be performed on materials delivered to the site. 3. Bedding material shall have a gradation as shown below when tested in accordance with ASTM C136. The material shall not be skip graded, scalped of certain sizes, or have Riprap PROJECT NO. 100543: Lake Worth Dam Improvements Project 313700-2 other irregularities which would be detrimental to the proper functioning of the bedding. Acceptance of bedding material shall be based on in-place gradations. Bedding Gradations Sieve Size Percent Passing Square Mesh 3 inch 100 1% inch 55-100 % inch 25-60 3/8 inch 5-30 No. 4 0-10 B. Riprap: 1. Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure and in the climate which it is to be used. The stone shall be free from cracks, seams, and other defects which would tend to increase unduly its deterioration from natural causes and shall be reasonably well graded between the prescribed limits as specified herein. 2. Riprap shall have a minimum unit weight of 145 pounds per solid cubic foot based upon the bulk specific gravity(saturated surface dry) when tested in accordance with ASTM C127. A minimum of one bulk specific gravity (saturated surface dry) shall be performed on riprap material delivered to the site. 3. Riprap shall have a loss of less than 18 percent after five cycles when tested for soundness in magnesium sulfate in accordance with ASTM C88. The test shall be run using particles passing a 2-1/2-inch sieve and retained on a 1-1/2-inch sieve. After final drying,the material shall be screened over the 1-1/4-inch sieve. A minimum of one soundness-in-magnesium sulfate test shall be performed on riprap material delivered to the site. 4. Riprap gradation shall be as shown below. Acceptance of riprap material shall be based upon in-place gradations. Riprap Gradations Sieve Size Percent Passing Square Mesh 21 inch 100 18 inch 65-100 12 inch 35-65 8 inch 15-40 6 inch 5-25 4 inch 0-15 3.00 EXECUTION 3.01 FOUNDATION PREPARATION A. Trim and dress areas on which bedding and riprap are to be placed to conform to cross sections shown on the drawings within an allowable tolerance of plus or minus 2 inches Riprap PROJECT NO. 100543: Lake Worth Dam Improvements Project 313700-3 from the theoretical slope lines and grades. Where such areas are below the allowable minus tolerance limit, bring areas to grade with compacted fill similar to the adjacent material in accordance with Section 35 73 13.16 "Compacted Fill" or with well compacted bedding material. 3.02 BEDDING PLACEMENT A. Uniformly spread bedding material on the prepared surface, in a satisfactory manner, to the slope lines and grades indicated on the drawings. Placing of material by dumping from top of slope or by any method which tends to segregate particle sizes within the blanket shall not be permitted. Repair any damage to the prepared surface during placing of the blanket before proceeding with the work. Compaction of the blanket will not be required, but it shall be finished to present a reasonably even surface free from mounds or windrows. 3.03 RIPRAP PLACEMENT A. Place stone for riprap on the blanket in such manner as to produce a reasonably well-graded mass of rock with the minimum practicable percentage of voids, and construct within the specified tolerance to the lines and grades shown on the drawings or staked in the field. A tolerance of plus 6 or minus 0 inches from the slope lines and grades shown on the drawings shall be allowed in the finished surface of the riprap. Place riprap to its full course thickness at one operation and in such a manner as to avoid displacing the blanket material. Distribute the larger stones evenly and conform the entire mass of stones in their final position to the specified gradation. B. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. Place riprap loads along horizontal rows and progress up the slope. Place each load against previously placed riprap. Placing riprap in layers shall not be permitted. Placing riprap by dumping from top of slope, dumping into chutes, or by similar methods likely to cause segregation of the various sizes shall not be permitted. The desired distribution of the various sizes of stones throughout the mass shall be obtained by methods of placement which produces the specified results. Rearrange individual stones by mechanical equipment or by hand to the extent necessary to obtain a reasonably well graded distribution of stone sizes. Maintain the riprap protection until accepted and replace any material displaced by any cause to the lines and grades shown on the drawings. 3.04 FIELD QUALITY CONTROL;TESTING A. The Contractor shall be responsible for providing all testing, including gradation, unit weight, and soundness tests, for the Owner's review of the riprap and bedding source. The Contractor shall bear all costs, including additional testing, of the correction of materials which fail to meet the requirements of the Contract Documents. END OF SECTION Riprap PROJECT N0. 100543: Lake Worth Dam Improvements Project 313700-4 APPENDIX A A1.00 MEASUREMENT AND PAYMENT A1.01 MEASUREMENT A. Stone protection that is placed including riprap shall be computed by weight. Provide certified delivery tickets on each load of riprap and bedding. The ticket shall show the truck number, time and date the load was dispatched, tare weight, loaded weight, and net weight of material shipped. The basis of payment shall be the net weight of material shipped. Weight measurements shall be made on state certified scales. Proof of State Certification on scales shall be provided prior to the first shipment. A1.02 PAYMENT A. Riprap: Payment for riprap material shall be made at the unit price bid per ton for "Additional Rock Riprap" which payment shall be full compensation for labor, equipment and materials, and for furnishing, hauling, handling, placing and testing the riprap as specified and as indicated on the drawings END OF APPENDIX A Riprap PROJECT NO. 100543: Lake Worth Dam Improvements Project 3137 00.13 -1 3137 00.13 GROUT FOR RIPRAP 1.00 GENERAL 1.01 SCOPE A. Provide all tools, labor, equipment and materials necessary to repair two areas of the existing grouted riprap as shown on the drawings or as otherwise modified by the Engineer. 1.02 QUALITY ASSURANCE A. Design Criteria: 1. Grout concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, admixtures and water, as specified. 2. ACI Standard 211.1, "Standard Practice for Selecting Propositions for Normal, Heavy- weight and Mass Concrete" standards shall be the basis for selecting the proportions for concrete made with aggregates of normal and high density and of workability suitable for riprap grouting. 3. The design of the grout concrete shall be consistent with the minimum requirements of strength and proportions stated herein and in accordance with ACI Standard 211.1, "Standard Practice for Selecting Propositions for Normal, Heavy-weight and Mass Concrete" standards subject to maximum water cement ratio, minimum cement content and minimum strengths specified. 4. The workability of any mix shall be as required for the specific placing conditions and the method of placement. The grout concrete shall have the ability to be worked readily into the spaces in the riprap without the segregation of materials or the collection of free water on the surface. Compliance with specified slump limitations shall not necessarily designate a satisfactory mix. B. Grout Concrete Usage: 1. The maximum amount of coarse aggregate (dry loose volume) per cubic foot of grout concrete shall not exceed 0.82 cubic feet. 2. The maximum amount of water, as established in Paragraph 2.01, includes the water in the aggregate, with the aggregates in a saturated, surface-dry condition. 3. The maximum water content shall be the amount added at the mixer, plus the free water in the aggregate, and minus the absorption of the aggregate based on a 30 minute absorption period. No allowance shall be made for the evaporation of water after batching. If additional water is required to obtain the desired slump, a compensating amount of cement shall also be added. The maximum water cement ratio shall not be exceeded. No additional compensation shall be made for additional cement. C. Grout Concrete Strength: The grout concrete mix shall be designed with the intention of producing grout concrete which has compressive or flexural strength equal to or greater than the following, when tested in accordance with ASTM C39 and ASTM C293. Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-2 Class of Grout Minimum Minimum Concrete Compressive Strength Flexural Strength (Pounds per Square Inch) (Pounds per Square Inch) 7 day 28 day 4 day 7 day D 2000 3000 400 500 D. Trial Mixes: 1. Laboratory samples shall be taken in accordance with the trial mix designs for laboratory testing purposes. 2. The fresh grout concrete shall be tested for Slump (ASTM C143) and Air Content(ASTM C173 and ASTM C231). Strength test specimens shall be made, cured and tested for 7- day and 28-day strength in accordance with ASTM C192,ASTM C39, and ASTM C293. 3. Suitable facilities shall be provided for readily obtaining representative samples of aggregate from each of the weigh batchers for test purposes and for obtaining representative samples of concrete for uniformity tests. The necessary platforms,tools, and equipment for obtaining samples shall be furnished. Aggregates shall be tested in accordance with ASTM C289. 4. The proportions of materials entering into the trial mix shall be laboratory tested prior to grout concrete placement. The cement content specified in Paragraph 2.01 are minimum values. If additional quantities are required to obtain the specified strengths, supply the cement at no additional cost to the Owner. 5. A trial mix shall be designed by an independent testing laboratory, retained and paid by the Contractor and approved by the Owner. The testing laboratory shall submit verification that the materials and proportions of the trial concrete mix design meet the specifications. The laboratory trial grout concrete mix design shall be submitted to the Engineer before the 7-day strength tests are made. 6. Laboratory tests on trial mixes shall show a 28-day strength higher than the stated minimum 28-day strength per ACI 318,Table 5.3.2.2. From these preliminary tests,the ratios between 7-day and 28-day strengths shall be established to determine at 7 days the strengths necessary to satisfy the required 28-day strengths. The 7-day trial mix strength test results shall be submitted to the Engineer at least 14 days in advance of the 28-day strength tests. The final results of the 28-day compressive strength tests shall be submitted to the Engineer at least 10 days prior to the scheduled beginning of concrete placement approved by the Engineer prior to the placement of any concrete. 7. Two mix designs shall be designed if grout concrete contains a high range water reducer. Both mix designs shall be designed for this project using materials that are to be used in the grout concrete. Mix designs from previous projects shall not be acceptable. Grout concrete mix designs which are to have high range water reducing admixtures shall have the trial mix designed without the admixture. Laboratory test results shall show that the mix design meets all other requirements of the specification without the admixture. After the initial trial mix design is tested,another mix design shall be proposed using the same portions in the initial mix design with the addition of the admixture. Testing of the grout concrete shall be performed under the guidance of the admixture manufacturer's representative to determine dosage, addition times, and Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-3 compatibility with other admixtures and mixture constituents. In addition to the test performed in the first trial mix,the second mix, with admixture added, shall have tests performed and results tabulated that show slump retention for a 90-minute time period, temperature control for 90 minutes, as well as compressive strengths, and entrained air. E. Testing: 1. General: a. Tests shall be required throughout the work to monitor the quality of grout concrete. Samples shall be taken in accordance with ASTM C172. b. Testing of the materials, ready mix, transit mix or central plant grout concrete will be by an Independent Testing Laboratory. The Owner will select and pay for this service. A summary of all tests performed will be available. No grout concrete shall be placed without a representative present at either the plant or at the project site. c. Unless the Owner's laboratory is on the site, provide housing for the curing and storage of test specimens and equipment. 2. Slump Test: Slump tests, in accordance with ASTM C143, shall be used to indicate the workability and consistency of the grout concrete mix from batch to batch. Generally, a slump test shall be made at the start of operations each day, at regular intervals throughout a working day, and at any time when the appearance of the grout concrete suggests a change in uniformity. 3. Air Content Test: Tests for the grout concrete's air content shall be made in accordance with ASTM C231 or ASTM C173, at the point of delivery of grout concrete, prior to placing in forms. The test shall be made frequently to monitor a proper air content uniform from batch to batch. 4. Compression Test: a. Compression test specimens shall be 6-by-12-inch concrete cylinders made and cured in accordance with ASTM C31. No fewer than two specimens shall be made for each test at each age (7 and 28 days). Samples shall be taken at a minimum of every 150 cubic yards of concrete of each class placed. At least one set of test specimens per day shall be made of grout concrete used that day. Specimens shall be cured under laboratory conditions specified in ASTM C31. Additional concrete cylinders may be required for curing on the job under actual job curing conditions. These samples could be required when: 1). There is a possibility of the air temperature surrounding the concrete falling below 40 F, or rising above 90 F. 2). The curing procedure may need to be improved and/or lengthened. 3). It is necessary to determine when the structure may be put into service. b. Compression strength tests shall be made on the laboratory-cured and job-cured concrete cylinders at 7 and 28 days, in accordance with ASTM C39. The value of each test result shall be the average compressive strength of two samples taken at the same time from the same batch of grout concrete. The tests made at 7 days shall show strengths of not less than two-thirds of the design strength. For the 28- Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-4 day cylinders,the strength level shall be satisfactory if the averages of all sets of three consecutive strength test results exceed the required design compressive strength, and no individual strength test result falls below the required compressive strength by more than 500 psi. 5. Failure to Meet Requirements: a. Should the 7-day strengths shown by the test specimens fall below the required values, additional curing shall be performed on those portions of the grouted riprap represented by the test specimens at the Contractor's expense. Test cores shall be obtained and tested in accordance with ASTM Method of Obtaining and Testing Specimens from Hardened Cores and Beams of Concrete, Designation C 42. If additional curing does not give the strength required,the Owner reserves the right to require strengthening, replacement of those substandard portions of the grouted riprap, or additional testing, at the Contractor's expense. b. Upon receipt of the Contractor's written request, substandard concrete work may be reexamined in place by non-destructive testing methods or core samples, in accordance with ACI 301. The services of an independent testing laboratory shall be retained and all expenses paid without compensation from the Owner. Laboratory results shall be evaluated by the Engineer, who shall make the final decision on acceptability of the grout concrete in question. Core sample holes shall be repaired. 1.03 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society for Testing and Materials (ASTM) Standards: ASTM C39 Standard Method for Compressive Strength of Cylindrical Concrete Specimens ASTM C42 Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ASTM C88 Standard Test Method for Soundness of Aggregates by use of Sodium Sulfate or Magnesium Sulfate ASTM C127 Standard Test for Density, Relative Density (Specific Gravity) and Absorption of Coarse Aggregate Standard Test Method for Resistance to Degradation of small-size ASTM C131 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM C136 Standard Test Method Sieve Analysis of Fine and Coarse Aggregates ASTM C143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C150 Standard Specifications for Portland Cement ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-5 ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C260 Standard Specification for Air-Entraining Admixtures for Concrete ASTM C289 Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates (Chemical Method) ASTM C293 Standard Test Method for Flexural Strength of Concrete(using Simple Beam with Center-Point Loading) ASTM C309 Standard Specification for Liquid Membrane—Forming Compounds for Curing Concrete ASTM C494 Standard Specifications for Chemical Admixtures for Concrete Standard Test Method for Resistance to Degradation of Large-size ASTM C535 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM C1017 Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete ASTM D448 Standard Classification for Sizes of Aggregates for Road and Bridge Construction 2. American Concrete Institute (ACI) Standards: ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavy-weight, and Mass Concrete ACI 301 Specification for Structural Concrete ACI 304.2R Placing Concrete by Pumping Methods ACI 318 Building Code Requirements for Reinforced Concrete 3. NCTCOG Specifications: COG Item 8.15 1.04 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00 "Submittal Procedures" and shall include: 1. Shop Drawings for: a. Trial mix design. b. Manufacturer's literature on "approved equal" materials. 2. Certified Test Reports for: a. Materials used in the trial mix design. b. Seven-day and 28-day compressive strength tests results. 3. Record Data for: Manufacturer's literature on "specified" materials. Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-6 2.00 MATERIALS 2.01 GROUT CONCRETE A. Cement: If the aggregate for grout concrete tests "Potentially Reactive" in accordance with ASTM C289 then a low alkali Portland cement shall be used. The total alkali content calculated as the percentage of sodium oxide plus 0.658 times the percentage of potassium oxide shall not exceed 0.6. B. Cement Types: Type I Portland cement,conforming to the requirements of ASTM C150, shall be used for all grouted riprap. C. Fly Ash/Pozzolans: No fly ash/pozzolan shall be permitted. D. Admixtures: Grout concrete of 3000 psi or stronger shall contain air-entraining admixtures and when job conditions require, water reducing and set controlling admixtures may be used. Only admixtures specified herein may be used. 1. Air-Entraining Admixture: Air-entraining shall comply with ASTM C260. The total average air content shall be in accordance with the recommendations of ACI 211.1;4.5 percent plus 1.0 percent for 1-1/2-inch maximum size aggregate. 2. Water Reducing Admixtures: Water reducer shall comply with ASTM C494,Types A or D only,and shall be accurately measured and added to the mix in accordance with the manufacturer's recommendations. 3. Chemical Admixtures: Plasticizing admixtures may be used if approved by the Engineer. Plasticizer admixtures shall comply with ASTM C1017,Type I only and shall be accurately measured and added to the mix in accordance with the manufacturer's recommendations. E. Water: Water for grout concrete shall be clean and free from injurious amounts of oil, acid, alkali, salt,organic matter, or other deleterious substances. Water suitable for drinking or for ordinary household use will be accepted for use without being tested. F. Aggregate: 1. Aggregate shall be tested in accordance with ASTM C289 as part of the grout concrete mix design. 2. The Contractor is responsible for assurance that all aggregates utilized meet these specifications regardless of the source. G. Fine Aggregate (Sand): 1. Sand for grout concrete shall consist of washed and screened natural sands or sands manufactured by crushing stones complying with the requirements and tests of Specifications for Concrete Aggregates,ASTM C33. The gradation for the sand shall be as follows: Sieve Size Percent Passing No. 8 100 No. 16 95-100 No. 30 60-85 Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-7 No. 50 20-50 No. 100 10-30 No. 200 0-5 2. Sand shall have not more than 45 percent retained between any two consecutive sieves and its fineness modulus, as defined in ASTM C125, shall be not less than 1.5 nor more than 2.0. H. Coarse Aggregate: Coarse aggregate shall consist of crushed stone or gravel conforming to the requirements and test of Specifications for Concrete Aggregates,ASTM C33,Gradation Size Number 67.Gradation Size Number 67, a maximum aggregate size of 3/4 inch, as included in ASTM C33 is as follows: Sieve Size Percent Passing 1" 100 3/4" 90-100 3/8" 20-55 No.4 0-10 No. 8 0-5 I. Sheet Curing: Sheet materials for curing grout when required shall conform to ASTM C71. 1. Waterproof paper. 2. Polyethylene film. 3. White burlap- polyethylene film. J. Curing Compounds: Membrane curing compound when allowed shall conform to ASTM C309. Compound shall have a color to indicate coverage when applied, be non-staining and shall be applied as per manufacturer's recommendations. K. Workability: 1. In general the workability of any mix shall be that required for the specific placing conditions and method of placement. The grout concrete shall be of such workability that it can be worked readily into all corners and around rocks without segregation of materials, having free water collect on the surface, or excess grout run out from the bottom of the riprap. Compliance with specified slump limitations shall not necessarily designate a satisfactory mix. The Engineer may require changes in proportions at any time as necessary to obtain a mix having satisfactory properties. The slump tests will be made by the Engineer(or a designated representative of the Owner's laboratory) in accordance with ASTM Method of Test for slump of Portland Cement Concrete C 143. 2. In no case shall the amount of coarse material be such as to produce harshness in placing or honeycombing in the structure. L. Grout Concrete Classification Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-8 F'C 28- Cement Max. Size Max Water Max.Slump Class Gals/Bag Use day(psi) Bags/C.Y. Agg. (in.) (net) (in') 0.75 Flowing as Grouted D 3000 6.5 6.25 defined by (ASTM C67) ASTM C1017 riprap 1. The maximum amount of water as set forth in the table above is based on the assumption that the aggregates are in a saturated,surface dry condition. 2. The maximum water content will be the amount added at the mixer, plus the free water in the aggregate, and minus the absorption of the aggregate based on a 30-minute absorption period. No allowance will be made for evaporation of water after batching. If additional water is required to obtain the desired slump, a compensating amount of cement shall also be added. The maximum water-cement ratio shall not be exceeded. No additional compensation will be made for additional cement which may be used under this condition. M. The grout concrete mix will be designed with the intention of producing grout concrete which will have compressive and flexural strength equal to or greater than the following when using current ASTM C39 and ASTM C293: Class of Grout Minimum Minimum Concrete Compressive Strength Flexural Strength (Pounds per Square Inch) (Pounds per Square Inch) 7 day 28 day 4 day 7 day D 2000 3000 400 500 3.00 EXECUTION 3.01 PLACING GROUT CONCRETE A. General Requirements: 1. Preliminary Consideration: The Contractor shall notify the Owner's Representative 24 hours before placement of the grout so that inspection may be made during the placement. The Contractor shall also keep the Owner's Representative informed regarding his anticipated grout placing schedule. All items, including lines and grades, and the Contractor's grouting materials and equipment,shall be in compliance with the Plans and Specifications before the Contractor may proceed. No grout shall be placed prior to the completion of placement of the riprap. No grout shall be placed prior to completion of all adjacent operations which might prove detrimental to the grout. Whenever it is necessary to continue the mixing, placing, and finishing of grout after the daylight hours,the site of the work shall be lighted so that all operations are plainly visible. In general, however,grout placing shall be so regulated as to permit finishing operations to be completed in the daylight hours. The Contractor shall postpone placing operations when impending weather conditions may result in rainfall or low temperatures which will impair the quality of the finished work. In case rainfall should occur after placing operations are started,the Contractor shall provide ample covering Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-9 to protect the work. Grout placements with a finished surface greater(steeper)than 1 vertical to 10 horizontal (1:10)shall be placed from bottom to top. B. Handling and Transporting: Chutes, troughs, or pipes used as aids in placing grout shall be arranged and used so that the ingredients of the grout will not be segregated. They shall be steel or steel lined. When steep slopes are necessary, the chutes shall be equipped with baffles or made in short lengths that reverse the direction of movement. The ends of open troughs and chutes shall terminate in vertical downspouts. All chutes,troughs, and pipes shall be kept clean and free from coatings of hardened concrete by a thorough flushing with water before and after placement. Water used for flushing shall be discharged clear of the grout in place. Non-agitating trucks shall not be used. Pumping of grout will be permitted. Pumping must meet all requirements of ACI 304.2R. C. Depositing: The method and manner of placing shall be such as to avoid the possibility of segregation or separation of the aggregate. Drop chutes of rubber or metal shall be used. The grout shall be forced under and around the stone riprap and worked into the voids. Depositing large quantities at one point and running or working it along the riprap will not be allowed. Drop chutes shall be made in sections or provided in several lengths so that the outlet may be adjusted to proper heights during placing operations. Grout shall not be dropped free more than 3 feet. Grout shall be placed in continuous horizontal layers with a depth of from 1 to 3 feet, depending upon the thickness. The Contractor should avoid construction joints by placing required sections in one continuous operation. The riprap shall be grouted to a minimum depth of 3 feet from the top of the riprap, but no more than the depth of the riprap. Contractor shall avoid mixing grout with sediment in the lower portions of the riprap during grouting operations. D. Consolidating: 1. General: Each layer of grout shall be well compacted and the mortar flushed to the surface by continuous working with mechanical vibrators. The vibrators shall be applied to the grout immediately after deposit and shall be moved throughout the layer of grout just placed, and several inches into the plastic layer below,thoroughly working the grout around the riprap until the grout is thoroughly compacted. The vibration shall be of sufficient duration to accomplish thorough compaction and complete embedment of the riprap, but shall not be done to an extent that will cause segregation. Vibrators shall be kept constantly moving in the grout and shall be applied vertically at points uniformly spaced, not farther apart than the radius over which the vibrator is visibly effective. The vibrator shall not be held in one location longer than is required to produce a liquified appearance on the surface. 2. Vibrators: Internal vibrators shall maintain a frequency when submerged in the grout of not less than 6000 impulses per minute for spuds with diameters greater than 5 inches and 10,000 impulses for smaller spuds. The intensity(amplitude) of vibration shall be sufficient to produce satisfactory consolidation. A sufficient number of vibrators (powered pneumatically or electrically) shall be used to provide one for each ten cubic yards of grout per hour being placed. At least one vibrator, which may be of the gasoline powered type, shall be immediately available as a standby. The Owner's Representative may require the Contractor to use a vibrator of larger or smaller size and power if he feels, based on observed performance, that it is necessary to produce satisfactory consolidation. Vibrators intended for regular service or standby service shall be checked by the Contractor prior to the beginning of the grout operations. Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13-10 E. Inspection: Unless approved otherwise by the Engineer, the Contractor shall install vertical sounding wells in the riprap, at 25 feet spacing, prior to the placement of the grout for inspection of the grout surface. The wells shall consist of 2-inch diameter thin-wall steel pipe with milled 1/2-inch open slots, 6 inches long with 12 inches vertically between slots, along the full length of the pipe. The bottom of the wells shall extend 1 foot beyond the bottom of the riprap to be grouted, and the top of the wells shall extend a minimum of 1 foot above the finish grade elevation of the riprap. After the grout has been approved by the Engineer and has cured for a minimum of 2 days,the wells shall be cut off flush with the top of the grouted riprap. END OF SECTION Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project 3137 00.13- 11 APPENDIX A A1.00 MEASUREMENT AND PAYMENT A1.01 MEASUREMENT A. Grout that is placed will be computed as the total cubic yards of grout necessary to repair the grout on the existing riprap in place, as detailed in this specification. A1.02 PAYMENT A. Grout for Riprap: Payment for grout for riprap will be made at the unit price bid per cubic yard for"Grout for Riprap" which payment shall be full compensation for all labor, equipment and materials, and for furnishing, moving, hauling, handling, preparation, and placement of the grout needed to repair the grouted riprap in place. END OF APPENDIX A Grout for Riprap PROJECT N0100543: Lake Worth Dam Improvements Project DIVISION 32 - EXTERIOR IMPROVEMENTS 323113- 1 32 31 13 CHAIN LINK FENCES AND GATES 1.00 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. The procurement and installation of chain link fence with barbed wire and razor wire, and swing gates. 2. Delivery, unloading and installation of the fence enclosure on the Owner's property will be included. 3. Furnished materials shall be new and free from defects and shall include all components required. 1.03 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for chain-link fences and gates. 1. Fence and gate posts, rails, and fittings. 2. Chain-link fabric, reinforcements, and attachments. 3. Accessories: Barbed wire, barbed tape. B. Shop Drawings: Show locations of fences, gates, posts, rails,tension wires, details of extended posts, extension arms, gate swing, or other operation, hardware, and accessories. Indicate materials, dimensions, sizes, weights, and finishes of components. Include plans, gate elevations, sections, details of post anchorage, attachment, bracing, and other required installation and operational clearances. C. Product Certificates: For each type of chain-link fence signed by product manufacturer. 1. Strength test results for framing according to ASTM F1043. D. Qualification Data: For Installer. 1.04 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed chain-link fences and gates similar in material, design, and extent to those indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. 1.05 PROJECT CONDITIONS A. Field Measurements: Verify layout information for chain-link fences and gates shown on Drawings in relation to property survey and existing structures. Verify dimensions by field measurements. Chain Link Fence and Gates PROJECT NO. 100543: Lake Worth Dam Improvements Project 323113-2 B. Interruption of Existing Utility Service: Do not interrupt utility services to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Engineer no fewer than 2 days in advance of proposed interruption of utility services. 2. Do not proceed with interruption of utility services without Engineer's written permission. 2.00 PRODUCTS 2.01 CHAIN-LINK FENCE FABRIC A. General: Height indicated on Drawings. Provide fabric in one-piece heights measured between top and bottom of outer edge of selvage knuckle or twist. Comply with ASTM A392, CLFMI CLF 2445, and requirements indicated below: 1. Steel Wire Fabric: Metallic wire with a diameter of 0.148 inch. a. Mesh Size: 2 inches. b. Weight of Metallic (Zinc) Coating: ASTM A392,Type II, Class 2, 2.0 oz./sq. ft. with zinc coating applied before weaving. c. Weight of Zn-5-AI Class 2, 1.0 oz./sq. ft. d. Coat selvage ends of fabric that is metallic coated before the weaving process with manufacturer's standard clear protective coating. 2. Selvage:Twisted top and bottom. 2.02 INDUSTRIAL FENCE FRAMING A. Posts and Rails: Comply with ASTM F1043 for framing, ASTM F1083 for Group IC round pipe, and the following: 1. Group: IA, round steel pipe, Schedule 40. 2. Fence Height: 7 feet. 3. Strength Requirement: Heavy industrial according to ASTM F1043. 4. Post Diameter and Thickness: According to ASTM F1083. a. Top Rail: 1.625 inches. b. Line Post: 2.375 inches. c. End, Corner and Pull Post: 2.875 inches. d. Swing Gate Post: According to ASTM F900 4-inch diameter. 5. Coating for Steel Framing: a. Metallic Coating: 1). Type C, consisting of not less than minimum 1.8-oz./sq.ft average zinc coating per ASTM A123. Chain Link Fence and Gates PROJECT NO. 100543: Lake Worth Dam Improvements Project 323113-3 2.03 TENSION WIRE A. General: Provide horizontal tension wire at the following locations: 1. Location: Extended along bottom of fence fabric. 2. Location: Extended along top of barbed wire arms and extended posts and top of fence fabric for supporting barbed tape. 3. Location: On the drawings. B. Metallic-Coated Steel Wire: 7 gauge, marcelled tension wire complying with ASTM A817, ASTM A824, and the following: 1. Metallic Coating: Type ll, zinc coated (galvanized) by hot-dip process, with the following minimum coating weight: a. Class 2: Not less than 1.2 oz./sq. ft. of uncoated wire surface. 2.04 FITTINGS A. General: Comply with ASTM F626. B. Post and Line Caps: Provide for each post. 1. Line post caps with loop to receive tension wire or top rail. C. Rail and Brace Ends: Attach rails securely to each gate, corner, pull, and end post. D. Rail Fittings: Provide the following: 1. Top Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches long. 2. Rail Clamps: Line and corner boulevard clamps for connecting intermediate and bottom rails in the fence line-to-line posts. E. Tension and Brace Bands: Pressed steel. F. Tension Bars: Steel, length not less than 2 inches shorter than full height of chain-link fabric. Provide one bar for each gate and end post, and two for each corner and pull post, unless fabric is integrally woven into post. G. Truss Rod Assemblies: Steel, hot-dip galvanized after threading rod and turnbuckle or other means of adjustment. H. Barbed Wire Arms: Pressed steel or cast iron,with clips,slots, or other means for attaching strands of barbed wire, and means for attaching to posts or, integral with post cap; for each post, unless otherwise indicated, and as follows: 1. Line posts with arms that accommodate top rail. 2. Corner arms at fence corner posts, unless extended posts are indicated. 3. Type III, V-shaped arm. I. Tie Wires, Clips, and Fasteners: According to ASTM F626. 1. Tie wires, clips and fasteners shall be in accordance with ASTM F626. Wire ties or clips shall be provided for attaching fabric to line posts and top and bottom rails. J. Finish: Chain Link Fence and Gates PROJECT NO. 100543: Lake Worth Dam Improvements Project 323113-4 1. Metallic Coating for Pressed Steel: Not less than 1.2 oz. /sq. ft. zinc. 2.05 BARBED WIRE A. Zinc-Coated Steel Barbed Wire: Comply with ASTM A121, Standard grade for the following two-strand barbed wire: 1. Standard Size and Construction: 12 %gauge diameter line wire with 0.080-inch diameter,4 round barbs spaced not more than 3 inches o.c. 2.06 BARBED TAPE A. Wire-Reinforced Tape: 430 Series stainless steel hardened to Rockwell (30N), 0.025 inch thick by 1 inch wide before fabrication; with four-point, needle-sharp barbs permanently cold clenched to a minimum of 230 F around a core wire. 1. Core wire: 0.098-inch diameter, high-tensile-strength, zinc-coated steel complying with ASTM A764. B. Clips: Stainless steel,0.065 inch thick by 0.375 inch wide, capable of withstanding a minimum 150-lbf pull load to limit extension of coil, resulting in a concertina pattern when deployed. C. Tie Wires: Stainless steel, 0.065 inch diameter. D. Fabrication: Continuous coils of barbed tape as defined in ASTM F1379 for the following characteristics: 1. Configuration: Singlecoil. 2. Style: Helical pattern. 3. Coil Diameter(s): 18 inches. 4. Coil Loop Spacing(s): 12 inches. 5. Barb Length Classification: 2.25 inch barb. 6. Barb Spacing: 4 inches o.c. 7. Barb Set: Straight 2.07 GROUT AND ANCHORING CEMENT A. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107. Provide grout, recommended in writing by manufacturer, for exterior applications. Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic- controlled expansion cement formulation for mixing with potable water at Project Site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer,for exterior applications. Chain Link Fence and Gates PROJECT NO. 100543: Lake Worth Dam Improvements Project 32 31 13-5 3.00 EXECUTION 3.01 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for site clearing, earthwork, pavement work, and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL A. Install chain-link fencing to comply with ASTM F567 and more stringent requirements specified. 3.03 CHAIN-LINK FENCE INSTALLATION A. Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings indicated, in firm, undisturbed soil. B. Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil. 1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices. 2. Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter. a. Exposed Concrete: Extend 2 inches above grade; shape and smooth to shed water. C. Terminal Posts: Locate terminal end, corner, and gate posts per ASTM F567 and terminal pull posts at changes in horizontal or vertical alignment of 30 degrees or more. D. Line Posts: Space line posts uniformly at 10 feet o.c. E. Post Bracing and Intermediate Rails: Install according to ASTM F567, maintaining plumb position and alignment of fencing. Install braces at end and gate posts and at both sides of corner and pull posts. 1. Locate horizontal braces at mid-height of fabric 6 feet or higher, on fences with top rail and at 2/3 fabric height on fences without top rail. Install so posts are plumb when diagonal rod is under proper tension. F. Tension Wire: Install according to ASTM F567, maintaining plumb position and alignment of fencing. Pull wire taut, without sags. Fasten fabric to tension wire with 0.120-inch diameter hog rings of same material and finish as fabric wire, spaced a maximum of 24 inches o.c. Install tension wire in locations indicated before stretching fabric. 1. Bottom Tension Wire: Install tension wire within 6 inches of bottom of fabric and tie to each post with not less than same diameter and type of wire. G. Top Rail: Install according to ASTM F567, maintaining plumb position and alignment of fencing. Run rail continuously through line post caps, bending to radius for curved runs and terminating into rail end attached to posts or post caps fabricated to receive rail at terminal posts. Provide expansion couplings as recommended in writing by fencing manufacturer. Chain Link Fence and Gates PROJECT N0. 100543: Lake Worth Dam Improvements Project 323113-6 H. Chain-Link Fabric: Apply fabric to outside of enclosing framework. Leave 2 inches between finish grade or surface and bottom selvage, unless otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Anchor to framework so fabric remains under tension after pulling force is released. I. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate posts with tension bands spaced not more than 15 inches o.c. J. Tie Wires or clips: Use tie wire or clip of proper length to firmly secure fabric to line posts and rails. Attach wire at one end to chain-link fabric,wrap wire around post a minimum of 180 degrees, and attach other end to chain-link fabric per ASTM F626. Bend ends of wire to minimize hazard to individuals and clothing. K. Maximum Spacing: Tie fabric to line posts at 12 inches o.c. and to braces at 24 inches o.c. L. Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence opposite the fabric side. Peen ends of bolts or score threads to prevent removal of nuts. M. Barbed Wire: Install barbed wire uniformly spaced as indicated on Drawings. Pull wire taut and install securely to extension arms and secure to end post or terminal arms. N. Barbed Tape: Install barbed tape uniformly in configurations indicated and fasten securely to prevent movement or displacement. 3.04 FIELD QUALITY CONTROL [NOT USED] END OF SECTION Chain Link Fence and Gates PROJECT NO. 100543: Lake Worth Dam Improvements Project APPENDIX A 4.01 MEASUREMENT AND PAYMENT 4.02 CHAIN LINK FENCE A. Measurement for Chain Link Fence shall be per linear foot, including gates, installed in accordance with the contract documents. Adjustments may be made to the length of fence. B. Payment for Chain Link Fence shall be made at the unit price bid per linear foot for"Chain Link Fence",which price shall be full compensation for furnishing all plant, labor, materials and equipment required for installation of chain link fence regardless of installed length. END OF APPENDIX A 329213-1 32 92 13 HYDRO-MULCHING 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, material, equipment and incidentals necessary to prepare the ground,furnish and install fertilizer and hydro-mulching seed or a mixture of seed of the kind specified in areas disturbed by the construction operations. 1.02 SUBMITTALS A. Submittals shall include: 1. Texas Testing Seed Label. 2. Specification of fertilizer to be used. 1.03 STANDARDS A. The applicable provision of the following standard shall apply as if written here in its entirety: 1. Texas Seed Law. 1.04 GUARANTEES A. The Contractor shall fertilize and reseed any area which fails to survive for a period of 1 year from the date the project is accepted by the Owner. 2.00 PRODUCTS 2.01 MATERIALS A. General: Seed used must carry a Texas Testing Seed label showing purity and germination, name,type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within 9 months of the time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. B. Seed: The specified seed shall equal or exceed the following percentages of purity and germination: Common Name Purity Germination Common Bermuda Grass 95% 90% Gulf Coast Annual Rye 95% 90% C. Mulch: The mulch shall be natural cellulose fiber mulch produced from grinding clean, whole wood chips,or fiber produced from ground newsprint with a labeled ash content not to exceed 7 percent. The mulch shall be designed for use in conventional mechanical planting, hydraulic planting of seed or hydraulic mulching of grass seed,either alone or with Hydro-Mulching PROJECT NO. 100543: Lake Worth Dam Improvements Project 329213-2 fertilizers and other additives. The mulch shall be such that, when applied, the material shall form a strong, moisture-retaining mat without the need of an asphalt binder. D. Fertilizer: Pelleted or granulated type fertilizer of the composition for the season of the year at which applied shall be used: 1. Early season (April 1-June 1) 21-0-0. 2. Normal season (June 1-Sept 1) 10-10-5. 3. Late season (Sept 1-Nov 1) 6-12-12. 3.00 EXECUTION 3.01 PREPARATION A. After the areas disturbed by construction operations have been backfilled and completed to the original pre-construction lines and grades shown on the plans and as provided for in other items of this contract, perform hydro-mulch seeding in accordance with the requirements hereinafter described. 3.02 INSTALLATION A. Cultivation: Cultivate areas to be seeded to a depth of at least 4 inches. Cultivate the seedbed sufficiently to reduce the soil to a state of good tilth when the soil particles on the surface are small enough and lie closely enough together to prevent the seed from being covered too deep for optimum germination. Cultivation of seedbed will not be required in loose sand where depth of sand is 4 inches or more. Maintain the cross-section previously established throughout the process of cultivation and any necessary reshaping shall be done prior to any planting of seed. B. Planting Season and Application Rates: Perform planting between the dates specified for each type except when specifically authorized in writing. The seeds planted per acre shall be of the type specified with the mixture, rate, and planting dates as follows: 1. Common Bermuda Grass-hulled, 20 pounds per acre - February through August or a combination of Common Bermuda Grass- unhulled, 15 pounds per acre and Gulf Coast Annual Rye - unhulled, 15 pounds per acre-August through February. 2. Apply fertilizer uniformly at the average rate of 400 pounds per acre. C. Hydro-Mulch (Cellulose Fiber) Seeding: Uniformly distribute the fertilizer, seed or seed mixture, in the quantity specified over the areas to be seeded. Mechanical equipment shall be such that all varieties of seed as well as fertilizer may be distributed at the same time, provided that each component is uniformly applied at the specified rate. When seed and fertilizer are to be distributed as a water-slurry, apply the mixture to that area to be seeded within 30 minutes after all components are placed in the equipment. Upon completion of planting the seed, spread cellulose fiber mulch uniformly over the area at the following rates: 1. Sandy soils with 3:1 slope or less: min. 2000 Ib./acre. 2. Sandy soils with greater than 3:1 slope: min. 2300 Ib./acre. 3. Clay soils with 3:1 slope or less: min. 2500 Ib./acre. Hydro-Mulching PROJECT NO. 100543: Lake Worth Dam Improvements Project 329213-3 4. Clay soils with greater than 3:1 slope: min. 3000 Ib./acre. 5. The rates are given in dry weight of mulch per acre. A mulching machine, approved by the Owner's Representative, shall be equipped to eject the thoroughly wet mulch material at a uniform rate to provide the mulch coverage specified. D. Maintenance: Water the planted area at such times as necessary for a period of 1 year after final acceptance of the project by the Owner. Fertilize and reseed any area which fails to survive for a period of 1 year from the date the project is accepted by the Owner. 3.03 FIELD QUALITY CONTROL A. Final acceptance of the grassing shall be made only during the growing season after the work is completed. The grass growth on acceptance must not be over 6 inches high and have a minimum coverage of 80 percent healthy,green, relatively weed-free grass. Maintain the grass during the entire time since grass placement. Upon final acceptance of the completed structure, the Owner will assume responsibility for watering and maintenance of the slopes. END OF SECTION Hydro-Mulching PROJECT NO. 100543: Lake Worth Dam Improvements Project 329213-4 APPENDIX A A1.00 MEASUREMENT AND PAYMENT A1.01 MEASUREMENT A. No measurements are required. A1.02 PAYMENT A. Payment for work covered under this Section of the specifications will be made at the lump sum price bid for"Grassing for Erosion Control", which payment shall constitute full compensation for labor, equipment, tools, and incidentals necessary to complete the work specified herein, including watering as required. END OF APPENDIX A Hydro-Mulching PROJECT NO. 100543: Lake Worth Dam Improvements Project DIVISION 33 - UTILITIES 333913- 1 33 39 13 SANITARY UTILITY SEWAGE MANHOLES, FRAMES AND COVERS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment and incidentals necessary to construct standard and special manholes and cleanouts complete with covers, fittings, and other appurtenances, in accordance with the details and/or called out on the Drawings. At a minimum, provide 48- inch inside diameter manholes for pipe diameters 18 inches and smaller. B. For precast manholes, the tops of the manholes be set to proper elevation by using a predetermined length of the bottom section of the manhole riser and using standard lengths for the other sections of the riser pipe. C. Compression Molded Composite Frames and Covers used as access ports into sanitary sewer structures such as manholes with lockable lids shall be used. 1.02 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00 "Submittal Procedures" and shall include: 1. Drawings and data covering precast concrete sections. These shall be submitted as Record Data. 2. Concrete batch mix for cast-in-place sections shall be submitted as a Shop Drawing. 3. Manhole cover and ring shall be submitted as Shop Drawing and shall include: a. Product Data 1). All moldings shall display: 2). Approved Molder 3). Molding date 4). Wording that material is non-metallic 5). Country of origin b. Provide manufacturer's: 1). Specifications 2). Load tables 3). Dimension diagrams 4). Anchor details 5). Installation instructions 6). Certificates c. Manufacturer shall certify that all moldings conform to the ASTM and AASHTO designations. Sanitary Utility Sewage Manholes, Frames and Covers PROJECT NO. 100543: Lake Worth Dam Improvements Project 333913-2 1.03 REFERENCE SPECIFICATIONS A. Section 0133 00 "Submittal Procedures." B. Section 0140 00 "Quality Requirements." C. Section 03 30 53 "Miscellaneous Cast-in-Place Concrete." 1.04 STANDARDS A. Applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society for Testing and Materials (ASTM) Standards: ASTM A48 Specification for Gray Iron Castings ASTM C478 Specification for Precast Reinforced Concrete Manhole Sections ASTM D2240 Test Method for Rubber Property- Durometer Hardness ASTM C76 Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe ASTM C33 Concrete Aggregates ASTM C923 Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals 2. American National Standards Institute (ANSI) Standards: ANSI A21.10 American National Standard for Gray Iron and Ductile Iron Fittings, 3 through 48 Inches for Water and Other Liquids B. With the following additions for Precast Reinforced Concrete Manhole Sections: 1. All ASTM C478 pipe shall be machine made by a process that shall provide for uniform placement of zero slump concrete in the form and compaction by mechanical devices which shall assure a dense concrete in the finished product, except that reducer cones may be wet-cast. 2. Aggregates for the concrete shall comply with the requirements of ASTM C33, with the additional requirement that the aggregate shall have a minimum of 50 percent of calcium carbonate equivalent. 3. Minimum wall thicknesses for the manhole risers shall be as listed under Wall "B" in the ASTM C76 "Class Tables." 4. Manhole steps shall not be furnished for manholes. 5. Resilient connectors shall provide an airtight seal that eliminates infiltration and exfiltration. 6. American Association of State Highways and Transportation Officials (AASHTO) 7. AASHTO HS-25—AASHTO Highway Bridge Specification: Axial Loading to meet or exceed 21,280 pounds/wheel load 8. AASHTO M306—Standard Specification for Drainage, Sewer, Utility and Related Castings 1.05 DELIVERY AND STORAGE Sanitary Utility Sewage Manholes, Frames and Covers PROJECT NO. 100543: Lake Worth Dam Improvements Project 333913-3 A. Do not deliver precast concrete section to the Site until representative concrete control cylinders have attained a strength of at least 80 percent of the specified minimum. B. Inspect precast concrete sections upon delivery, and reject any cracked or otherwise visibly defective units. 2.00 PRODUCTS 2.01 MATERIALS A. Concrete: Concrete for all cast-in-place manholes and bases shall be as specified in Section 03 53 00 "Miscellaneous Cast-in-Place Concrete" and at a minimum shall be 3000-psi concrete. Mortar shall be as specified in Section 03 53 00 "Miscellaneous Cast-in-Place Concrete." B. Precast Concrete Manholes: Above the manhole base, manholes shall be constructed with precast concrete rubber gasket sections in accordance with ASTM C478 pipe as detailed on the Drawings using the following materials. 1. Non-Shrinking Grout: Material shall be a non-shrink cement-base grout. "Five Star Grout" as manufactured by U.S. Grout Corporation or"Supreme" grout as manufactured by Hanson Pipe and Products or approved equal. 2. Rubber Gaskets: Neoprene or other synthetic, 40 plus or minus 5 hardness when measured by ASTM D2240,Type A durometer. 3. Precast Cone: Precast cone shall be concentric. 4. Grade Adjustment Risers shall be pre-cast, reinforced concrete in conformance to ASTM C478. C. Manhole Rings and Covers: 1. Manufacturers a. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00 unless otherwise specified on the plans. b. The manufacturer must comply with this Specification and related Sections. 2. Moldings a. All composite moldings shall consist of a thermosetting resin matrix blended and/or combined with reinforcing fiber rovings, short fiber filaments, or equivalent nonmetallic reinforcing structure(s).The thermosetting resin matrix shall be a polymer,vinylester, or a blend of these. The moldings shall be true to pattern in locations affecting their strength and value for the service intended. Before the moldings are removed from the molding operation, they shall be thoroughly deflashed and cleaned at the parting lines, holes, notches and all exposed edges. b. Use clean molding capable of withstanding application of AASHTO HS-25 vehicle loading with permanent deformation. Composite frames shall have a minimum wall thickness of 0.75 inches in sections exposed to traffic and potential traffic wheel impact. Sanitary Utility Sewage Manholes, Frames and Covers PROJECT NO. 100543: Lake Worth Dam Improvements Project 333913-4 c. Metal reinforcements or metal hinges molded within the composite shall not be permitted. d. All composite moldings shall have UV stabilizers(concentrations from 0.05%to 5%) added prior to shaping the product by injection molding. 3. Covers a. Composite covers shall be compression molded under high pressures (>0.5 tons/sq inch of x-y surface area) and high temperatures(>200 degrees F). Components for locking systems below the cover exposed to sewer environment shall be made of noncorrosive materials such as nonmagnetic 316 stainless steel (Austenite) or a polymer. b. Size to set flush with the frame with no larger than a 1/8 inch gap between the frame and cover c. Provide with 2 inch wide pick slots in lieu of pick holes. d. Provide gasket in frame and cover. e. Provide a clear opening of 30 inches for all sanitary sewer frames and cover assemblies unless otherwise specified in the Contract Documents. f. Hinged covers shall be double-hinged allowing a minimal 180°full opening with locking lid. g. Provide water tight gasket on all hinged covers. 2.02 MANUFACTURED PRODUCTS A. Precast Concrete Sections: Sections shall be as manufactured by Hanson Pipe and Products or CSR Hydroconduit or approved equal. Joints shall be sealed with "0" ring rubber gaskets. B. Manhole Rings and Covers: Manhole rings and covers shall be PAMREX or REXUS hinged manhole covers. Lids shall have pick slots. Minimum manhole ring and cover inside diameter shall be 30 inches. Ring depth shall be minimum 6 inches. Lid and ring shall be designed for traffic loading. Lids shall be water tight and shall be lockable. 3.00 EXECUTION 3.01 INSTALLATION A. Manhole Base: 1. Tee Manhole Base: The applicable details as indicated in the Drawings shall apply. Form and place the base of the manholes under and around the existing carrier pipe to form a flat platform above the top of the pipe to receive the pre-cast circular manhole sections. After the manhole has been completed, entry to the pipe area shall be made by saw-cutting a section from the top of the pipe. Any debris resulting from this operation must be completely removed from the interior of the pipe. 2. Precast Manhole Base: The applicable details as indicated in the Drawings shall apply. Place the manhole base at an elevation that allows the invert to match the pipe flowline. Sanitary Utility Sewage Manholes, Frames and Covers PROJECT NO. 100543: Lake Worth Dam Improvements Project 333913-5 a. The precast manhole base shall form a water tight seal with the bottom of the manhole. This may be accomplished by placing a continuous 1-inch ring of epoxy grout or using a rubber gasket at the joint of the manhole and manhole base or other pre-approved methods. 3. Cast-in-place Manhole Base: The applicable details as indicated in the Drawings shall apply. Form and place the manhole base at an elevation that allows the invert to match the pipe flowline. 3.02 GROUTING A. Use the mortar for grouting within 40 minutes after mixing. Discard mortar which has begun to take an initial set. Do not mix mortar with additional cement or new mortar. 3.03 FIELD QUALITY CONTROL A. Manholes shall be tested by hydrostatic exfiltration or vacuum testing in accordance with Section 0140 00 "Quality Requirements." Manholes shall be tested after installation with all connections (existing and /or proposed) in place. Drop connections and gas sealing connections shall be installed prior to testing. END OF SECTION Sanitary Utility Sewage Manholes, Frames and Covers PROJECT NO. 100543: Lake Worth Dam Improvements Project 33 46 36- 1 33 46 36 INTERNAL DRAINAGE SYSTEMS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install an internal drainage system, including vertical and/or horizontal embankment granular filter drains, sand well drains, gravel drains, pipes, valves, and discharge and weir boxes. 1.02 REFERENCE SPECIFICATIONS A. Section 0133 00 "Submittal Procedures." B. Section 0140 00 "Quality Requirements." C. Section 03 30 53 "Miscellaneous Cast-in-Place Concrete." D. Section 35 73 13.16 "Compacted Fill." 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00 "Submittal Procedures" and shall include: 1. Product Data sheets for all manufactured products. 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society for Testing and Materials (ASTM) Standards: ASTM C33 Standard Specifications for Concrete Aggregates ASTM C88 Standard Specifications for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate ASTM D1784 Standard Specifications for Rigid Polyvinyl Chloride (PVC) Compounds and Chlorinated Polyvinyl Chloride (CPVC) Compounds ASTM D2241 Standard Specifications for Polyvinyl Chloride (PVC) Pressure Related Pipe (SDR-Series) ASTM D4254 Test Methods for Maximum Index Density of Soils Using a Vibratory Table 2. American Water Works Association (AWWA) Standards: AWWA C106 Standard Specification for Cast Iron Pipe Centrifugally Cast in Metal Molds for Water or Other Liquids AWWA C110 Standard Specification for Ductile Iron Fittings AWWA C151 Standard Specification for Ductile Iron Pipes Centrifugally Cast in Metal Molds or Sand-lined Molds,for Water and Other Liquids 2.00 PRODUCTS Internal Drainage Systems PROJECT NO. 100543: Lake Worth Dam Improvements Project 334636-2 2.01 MATERIALS A. PVC Material: PVC materials for pipes and fittings for internal drainage systems shall conform to ASTM D1784. Minimum required tensile strength shall be 5000 psi. PVC check valves shall be constructed as indicated. B. PVC Pipes: The pipe for internal drainage systems shall conform to ASTM D2241, 160 psi rating minimum. Perforated and non-perforated pipe shall be as indicated. C. Discharge and Weir Boxes: Materials shall be as indicated and as specified in Section 03 30 53 "Miscellaneous Cast-in-Place Concrete." 3.00 EXECUTION 3.01 PIPING A. Horizontally Placed Piping: Place drain piping in trenches excavated in the compacted drainage material and embankment fill. Compact backfill around the pipe by hand tampers to a density equal to that of the surrounding material. Place the pipe to the lines and grades indicated. Rest each section of the pipe upon the pipe bed for the full length of its barrel, with recesses excavated to accommodate bells and joints. Under no circumstances shall pipe be laid in water,and no pipe shall be laid when drainage material conditions or weather are unsuitable for such work. Take up and relay or replace any section of the pipe already laid that is found to be defective or damaged at no cost to the Owner, and do not place material thereon until it has been approved. Temporarily plug pipe branches with an appropriate plug to prevent entrance of foreign matter into the pipe. In the event that drainage pipes are cracked, broken, crushed, or accumulate foreign matter, repair the damage at no cost to the Owner. Make allowance for the expansion and contraction of PVC caused by changes in temperature. B. Inspection: Clean out and inspect each completed section for foreign objects and debris prior to covering. C. Pipe Cast in Concrete: Securely brace pipes and lay to the required lines and grades prior to placing concrete around the pipes. Bracing, plugging (as required) and placing concrete around the pipes shall conform to Section 03 30 53 "Miscellaneous Cast-In-Place Concrete." Take care to prevent displacement or damage to the pipe and repair any damages or replace the pipe at the Contractor's expense. 3.02 CONCRETE STRUCTURES A. Construct associated concrete structures in accordance with Section 03 30 53 "Miscellaneous Cast-in-Place Concrete." 3.03 FIELD QUALITY CONTROL A. Quality control tests shall be performed in accordance with Section 0140 00 "Quality Requirements." B. The Owner will provide for quality control tests on the materials incorporated in the work. Any testing performed by the Owner in no way relieves the Contractor of the responsibility of completing the work in accordance with this Contract. Internal Drainage Systems PROJECT NO. 100543: Lake Worth Dam Improvements Project 334636-3 C. The Contractor shall assist the laboratory personnel in taking tests to the extent of furnishing labor and equipment to prepare the areas for testing and curtailing operations in the vicinity of the test area during testing. D. Contractor has the right to conduct such tests as they deem necessary to assure themselves of compliance with the Specifications. Conflicting results between the Owner's laboratory tests and those made by the Contractor shall be resolved by the Engineer and that decision shall be final. END OF SECTION Internal Drainage Systems PROJECT NO. 100543: Lake Worth Dam Improvements Project DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION 35 73 13.16- 1 35 73 13.16 COMPACTED FILL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to perform operations in connection with placing and compacting permanent fills and backfills not otherwise specified in other Sections in accordance with the Contract Drawings and these specifications. 1.02 QUALITY ASSURANCE A. Definitions: 1. Embankment: Defined as the earthfill portions of the Work, and includes all types of earthfill materials for the embankment, and all other specified or directed earthfills, excepting those materials used for slope protection which are described in Paragraph 1.02.C. 2. Compacted Fill: Includes all fill placed in layers and compacted. B. Exclusions: "Compacted Fill" and "Embankment" shall not include those materials such as rock riprap. C. Lines and Grades: Construct the embankment to the lines, grades, and cross-sections as indicated. There shall be no payment for shrinkage or consolidation that occurs during construction. D. Conduct of the Work: Maintain and protect the embankment in a satisfactory condition at all times until final completion and acceptance of the Work under the Contract. If the hauling equipment causes horizontal shears or slickensides, rutting, quaking, heaving, cracking, or excessive deformation of the embankment, limit the type, load, travel speed, and/or haul pattern of the hauling equipment on the embankment. Excavate and remove from the embankment any material which the Owner's representative considers objectionable and dispose of such material and refill the excavated area. The removal of any embankment material placed outside of described slope lines may be required and if necessary, shall be at the Contractor's expense. If directed by Owner's representative, replace any material rendered unsuitable at the Contractor's expense. 1.03 SUBMITTALS A. Submittals shall include: 1. List of proposed earthmoving and compaction equipment, including details of the physical properties required by this Section. 2. Laboratory and field test results of materials required by this Section. Provide test results to Owner and Engineer within 24 hours of completion. Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project 35 73 13.16-2 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society for Testing and Materials (ASTM) Standards: ASTM C136 Standard Method for Sieve Analysis of Fine and Coarse Aggregates ASTM D698 Test Method for Moisture-Density Relations of Soils and Soil Aggregate Mixtures, Using 5.5-Ib. Rammer and 12-Inch Drop ASTM D1556 Test Method for Density of Soil in Place by the Sand- Cone Method ASTM D2922 Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) ASTM D2937 Test Method for Density of Soil in Place by the Drive-Cylinder Method ASTM D3017 Test Method for Moisture Content of Soil and Soil-Aggregate in Place by Nuclear Methods(Shallow Depth) ASTM D3042 Test Method for Insoluble Residue in Carbonate Aggregates ASTM D4253 Test Methods for Maximum Index Density of Soils Using a Vibratory Table ASTM D4254 Test Methods for Minimum Index Density of Soils and Calculation of Relative Density ASTM D4318 Test Method for Liquid, Plastic Limit, and Plasticity Index of Soils ASTM D4373 Test Method for Calcium Carbonate Content of Soils" 2. USBR Engineering Nomograph No. 26, "A Rapid Method of Construction Control for Embankments of Cohesive Soil." 2.00 PRODUCTS 2.01 MATERIALS A. Secure materials for embankment fills from approved offsite borrow areas. The intention is to use the most suitable materials obtainable from these sources. Materials containing brush, roots, sod, or other decomposable or perishable materials shall not be considered suitable. The suitability of the materials shall be subject to approval of the Owner's representative. Material shall be a clay, sandy clay, or clayey. 2.02 COMPACTION EQUIPMENT A. Compaction equipment shall conform to the following requirements and shall be utilized as hereinafter specified. Variations from the specified equipment shall be approved by the Engineer. However, use of approved compaction equipment does not alleviate the Contractor from meeting all density requirements of the compacted fill. The Contractor is required to use equipment suitable and appropriate to achieve the required densities of the material being placed. Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project 35 73 13.16-3 1. Tamping Rollers: a. Tamping rollers shall consist of a heavy duty double drum unit with a drum diameter not less than 60 inches and an individual drum length of not less than 60 inches. The drums shall be water or sand and water ballasted. Each drum shall have staggered feet uniformly spaced over the cylindrical surface such as to provide approximately three tamping feet for each 2 square feet of drum surface. The tamping feet shall be 7 to 9 inches in clear projection from the cylindrical surface of the roller and shall have a face area of not less than 7 nor more than 10 square inches. Self-propelled rollers with tamping feet surface areas greater than 10 but less than 30 square inches can be utilized provided the feet have tapered heads that add to the compactive effort. The roller shall be equipped with cleaning fingers, so to prevent the accumulation of material between the tamping feet, and these cleaning fingers shall be maintained at their full length throughout the periods of use of the roller. The weight of the roller shall not be less than 3500 pounds per foot of linear drum length weighted, and shall not be less than 1500 pounds per foot of drum length empty. The two drums comprising one roller unit shall be configured so that both drums function when traversing uneven ground. The roller shall be self-propelled or tractor drawn at a speed that will give optimum compactive effort. b. The roller shall provide uniform compaction throughout the lift and shall ensure bonding by kneading action. The roller shall not cause scaring of the fill or laminations in the fill. The roller shall not walk across a lift until uniform compaction is obtained. Additional testing shall be required if the materials change during construction. When necessary repairs shall be made to the tamping feet, minor alterations shall be made to the roller, and variations in the weight of roller shall be made. 2. Pneumatic Rollers: Pneumatic rollers shall have a minimum of four wheels equipped with pneumatic tires. The tires shall be of such size and ply as can be maintained at tire pressures between 80 and 100 pounds per square inch for a 25,000-pound wheel load during rolling operations. The roller wheels shall be located abreast and be designed so that each wheel carries approximately equal load in traversing uneven ground. The spacing of the wheels shall be such that the distance between the nearest edges of adjacent tires shall not be greater than 50 percent of the tire width of a single tire at the operating pressure of a 25,000-pound wheel load. The roller shall be provided with a body suitable for ballast loading such that the load per wheel may be varied, as ordered by the Engineer, from 18,000 to 25,000 pounds. The roller shall be towed at speeds not to exceed 10 miles per hour. 3. Vibratory Rollers: Vibratory rollers shall have a total static weight of not less than 20,000 pounds, with at least 90 percent of the weight transmitted to the ground through a single smooth drum when the roller is standing in a level position. The diameter of the drum shall be between 5 and 5-1/2 feet and the width between 6 and 9 feet. The unsprung weight of drum, shaft, and internal mechanism shall be not less than 12,000 pounds. The frequency of vibration during operation shall be between 1100 and 1500 cpm, and the dynamic force shall be not less than 40,000 pounds at 1,400 cpm. No backing of the vibratory roller shall be allowed on the embankment unless the vibrating mechanism is capable of being reversed. The Equipment Manufacturer shall furnish Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project 35 73 13.16-4 sufficient data, drawings and computations for verification of the above specifications. Self-propelled and towed vibratory rollers shall be operated at speeds not exceeding 3 miles per hour and 1.5 miles per hour, respectively. 4. Power Tampers: Compaction of material in areas where it is impracticable to use a roller or tractor shall be performed with approved power tampers or other approved equipment. 3.00 EXECUTION 3.01 PREPARATION OF FOUNDATION A. Unless otherwise directed, fill each depression with the type of material which is to be placed immediately above the foundation. Place the fill in layers, moisten, and compact in accordance with the applicable provisions. Materials which cannot be compacted by roller equipment because of inadequate clearances shall be spread in 4-inch layers and compacted with power tampers to a density and moisture content in accordance with the applicable provisions. After filling of depressions and trenches and immediately prior to placement of compacted fill in any section of the embankment, loosen the foundation of such section thoroughly by scarifying, plowing, discing, or harrowing to a minimum depth of 6 inches, and maintain the moisture content within the limits specified in Paragraph 3.03 for the appropriate type of material. Remove roots or other debris turned up in the process of loosening, and compact the entire surface of the embankment foundation area as specified in Paragraph 3.04. B. Plate areas of the foundation which are not feasible to dry back to the desired moisture content in the opinion of the Owner's representative. Plating consists of covering the wet area with no more than 3 feet of dry material and compacting. Route hauling equipment over the area and remove any soft spots which rut and replace with dry compacted fill. The entire area must be capable of supporting 10 passes of a 50-ton pneumatic roller without significant rutting. The top 18 inches of plating, in final form, must comply with the requirements of moisture content and density for the specific section or zone of the embankment in which it lies. 3.02 PLACING OF MATERIAL A. Place embankment materials on properly prepared. Each load of material, as nearly as practicable, shall be a mixture of material obtained from the borrow source when the excavation involves materials of a different type. Perform the combined excavation, placing, and spreading operation to obtain blending of material, and to ensure that the materials, when compacted in the embankment, have the best practicable degree of compaction, impermeability, and stability. Spread the earth materials that can be compacted with the specified tamping and pneumatic rollers in approximate horizontal layers not more than 8 inches thick before compacting over the length and breadth of the section of embankment under construction. In areas where the specified tamping and pneumatic rollers cannot be utilized, spread the earth materials in approximately horizontal layers not more than 4 inches thick before compacting. If the surface of the embankment is too smooth and hard to bond properly with succeeding layer, scarify and wet the surface before the succeeding layer is placed. Where fill is to be placed adjoining/next to existing fill, remove the fill to un-weathered, dense material, sloped to no steeper than 1H:1V if Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project 35 73 13.16-5 existing fill face is parallel to the centerline of the embankment and 5H:1V if the face is perpendicular to the centerline of the embankment. Bench and scarify each layer on these edges as adjoining lifts are placed. Feathered edges are not allowed. Route material hauling equipment over the surface of the embankment to distribute the added compaction afforded by the rolling equipment, and to prevent the formation of ruts on the embankment surface. 3.03 MOISTURE CONTROL A. General: The materials in each layer of the fill shall uniformly contain the amount of moisture,within the limits specified below necessary to obtain the maximum dry density for the soil. Determination of the maximum dry density and optimum moisture is specified in Paragraph [3.04]. Rework material that is not within the specified moisture content limits after compaction regardless of density. The moisture requirements shall be met at the time the next overlying lift of fill is placed. B. Impervious, Random and Filter Zones: 1. Impervious: Embankment impervious fill soils shall be cohesive clay. Compact fill soil, tested by ASTM D698 or USBR EM No. 26, within 1 percentage points dry to 3 percentage points wet of the optimum moisture content required to obtain the density specified in Paragraph 3.04. 2. Random: Embankment random fill soils composed of clay, clayey sand, sand, silty sand, silt, and gravels will vary from cohesive to non-cohesive. Compact cohesive soils, tested by ASTM D698 or USBR EM No. 26, within 1 percentage points dry to 3 percentage points wet of the optimum moisture content required to obtain the density specified in Paragraph 3.04. The non-cohesive sands,to be tested by ASTM D4253, and gravels shall contain moisture only in the amount necessary to obtain the density specified in Paragraph 3.04. Soils which are borderline between cohesive and non-cohesive shall contain moisture only in the amount necessary to obtain the density specified in Paragraph 3.04. C. Frozen Material: Do not place or compact fill material that is frozen. In addition, do not place fill on top of any frozen material. D. Scarify and re-compact in-place fill that has been frozen so that it meets the density and moisture requirements when the next lift is placed on it. 3.04 COMPACTION A. General: 1. After a layer of fill material has been dumped and spread, harrow the layer as needed to break up and blend the fill materials. Perform harrowing with a heavy disc plow, or other approved harrow,to the full depth of the layer. If one pass of the harrow does not accomplish the breaking up and blending of the materials, make additional passes of the harrow to obtain desired result. When the moisture content and the uniformity of the layer is satisfactory, compact the lift of material by at least the specified number of passes to the percent of optimum density specified below. 2. Compact impervious fill and cohesive random fill with at least eight passes with a tamping roller. Compact non-cohesive, borderline random fill soils, and gravels with at Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project 35 73 13.16-6 least six passes of a vibratory roller. A pass shall consist of one trip over the area being compacted. The front and rear axle rollers on self-propelled models shall only be considered as one pass per trip. The initial and final area to be rolled shall each have the required passes. Stagger passes between the initial and final area in order to establish overlapping with the required passes at all locations. Dumping, spreading, sprinkling and compacting may be performed at the same time at different points along a section where there is sufficient area to permit these operations to proceed simultaneously. 3. Determine the in-place moisture and density of materials by one or more of the following methods: ASTM D2937, D2167, D1556, D3017, D2922, or USBR Engineering Monograph No. 26. Determine the laboratory maximum density and optimum moisture of cohesive materials by ASTM D698 or USBR Engineering Monograph No. 26. Determine the maximum density and optimum moisture of non-cohesive materials by D4253 and D4254. For soils which are borderline between cohesive and non-cohesive, base the control on whichever of these test methods produces the highest maximum unit weight. 4. Compact soils, in either the impervious or random sections/zones, to an average (10 test running average)of 98 percent of the appropriate maximum density. The minimum density of any test shall be 95 percent of the maximum density. 5. A change the number of passes, the weight of the roller modified, or the lift thickness may be necessary to meet the density requirements. Regardless, the number of passes used to compact the fill shall not be decreased from those listed above. 3.05 FIELD QUALITY CONTROL; CONSTRUCTION CONTROL A. The Owner will provide for quality control tests on the materials incorporated in the Work. Copies of the results of tests performed shall be promptly furnished to the Contractor's representative. Any testing performed by the Owner in no way relieves the Contractor of the responsibility of completing the Work in accordance with this Contract. The Contractor shall assist the laboratory personnel in taking tests to the extent of furnishing labor and equipment to prepare the areas for testing and curtailing operations in the vicinity of the test area during testing. The Contractor/Owner has the right to conduct such tests as deemed necessary to ensure compliance with the Specifications. Conflicting results between the Owner's laboratory tests and those made by the Contractor shall be resolved by the Engineer and that decision shall be final. 1. In-place density tests shall be conducted at a rate of one test per 3000 square feet for every lift, with a minimum of three tests per lift, or at a rate requested by the Owner's representative. 2. At least one moisture-density determination, one Atterberg limits determination, and one particle size gradation test shall be performed for each material type that is placed and compacted. Additional tests shall be performed at the start of and during the course of construction for any significant change in material type, color, consistency, or other characteristics that may be indicative of a change in material properties. END OF SECTION Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project 35 73 13.16-7 APPENDIX A A1.00 MEASUREMENT AND PAYMENT A. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. END OF APPENDIX A Compacted Fill PROJECT NO. 100543: Lake Worth Dam Improvements Project APPENDIX GG 4.01 Availability of fands GC 4.02 Substifface and Physical Conditions Grp 4.04 1 ndefgr-o nd Facilities GG 4.06 u„",-Elaus Emmental condition GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC 6.09 PeFmits and Utilities GR 01 60 00 D.-..duet Do.,..;.-o...�„rte CITY OF FORT WOR'I'I I PROJECT NO.: 100543:Lake Worth Dam Improvements Project S'I ANDARD CONSTRUCTION SPECIFICATION DOCUMENIS Revised July 1,2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK C 11Y OF FOR F WORM PRO.IFC'I'NO.: 100543: Lake Worth Dam Improvements Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised hlti I,2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK ClIY OF PORT WORTII PROJECT NO.: 100143:Lake Worth Dam Impro%ements Pro'ject STANDARD CONSTRUCTION SPFCI FICA IION DOCUMENTS Re%ised Juh 1.2011 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK (A I OF FOR F WOR-1 I I PRO,1FC F NO.: 100543:Lake Worth Dam Improvements Project STANDARD CONS'FRUC ION SPECIFICATION DOCUME,NFS Rei ised Jule I,2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTII PROJECT NO.: 100543:Lake Worth Dam hnproccmcnts Project STANDARD CONSTRUCTION SPECIFICATION DOCUMI:NFS Revised Jul} 1,2011 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH PROJECT NO.: 100543:Lake Worth Dam Improvements Project S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is $50,000 or more,then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 11 %of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated- A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MI BE Office at(817)212-2674. Rev. 2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Welch Excavation and Utility Company Offeror PROJECT NAME: ✓ M/W/DBErl NON-M/W/DBE Lake Worth Dam ImprovementsBID DATE 06i07i201s City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 11 iia 11 iia 100543 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency(NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address 1 Subcontracting Supplies M w Dollar Amount Telephone/Fax ' B B BM Work Purchased Email E E Contact Person E Earth Haulers, Inc. 1 Haul Off Rip Rap 33,367.74 11500 Mosier Valley Rd. Sikatop 122 Plus Fort Worth, TX 76040 ❑ 817-840-2777 info@earthhaulers.com TruBlue Services 1 Erosion Control 6,681 .60 138 County Road 4876 Hydromulch Newark, TX 76071 817-917-1697 ❑ Handrails thomas@trublueserviceslic.com Hartman Building 1 Caulking 7,000.00 Specialties 2121 Anthony Drive ❑ ❑ � Tyler, TX 75701 903-561-9446 Martin Marietta 1 Concrete 3,750.00 856 FM 2952 Chico, TX 76431 ❑ ❑ 940-644-2696 Underground Utility Supply 1 Manhole 3,000.00 3815 S Eastman Road Wier Longview, TX 75602 El 1:1903-757-2121 ❑ ❑ Rev.2/10/15 FORTWORTH ATTACHMENT IA Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B BM Work Purchased Email E E Contact Person E El El E] ❑ ❑ E E Rev.2/10/15 ]'ORT WOR I H ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $40,049.37 Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ 13,750.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $53,799.37 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o ChangelAddition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Dlgllally*ned by Russell Well Russell Welch Dale 2018 and UilityW 20115 Cmp ,CN-Fussell Welch Authorized Signature Printed Signature Vice President Title Contact Namerritle(if different) Welch Excavation and Utility Company 903-877-3528 Company Name Telephone and/or Fax 17190 Interstate 20 East estimatingC@welchexcavation.net Address E-mail Address Winona, Texas 75792 06/20/2018 City/State/Zip Date Rev.2/10/15 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$50,000 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 11 % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBE Office at(817)212-2674. Rev.2/10/15 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe 77 Offeror PROJECT NAME: M/W/DBErl NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FORT WORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E El E El Rev. 2/10/15 FOR= ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E El El El El El E Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.2/10/15 ATTACHMENT IB FORT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: M/W/DBE NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 11 % % If both answers to this form are YES, do not complete ATTACHMENT 1 C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: M/W/DBE NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 11 % % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2/10/15 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm, ep rson contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered;use"N/A"if not applicable. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint ventitty agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ------------------------------------------------------------- b. Marketing and Sales --------------------------------------------------------------- c. Hiring and Firing of management personnel --------------------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 2/10/15 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misresentation of facts. - ----- ----------------------------------------------------------------------------------------------------------- Namc of MBF,firm Name of non-MBE firm Printed Name of Owner Printed Name ol'Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Si;natw•e of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of 120 before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (sear) Rev. 2/10/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORTWORTH PROJECT NO.: 100543:Lake Worth Dam Improvements Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH PROJECT NO.: 100543:Lake Worth Dam Improvements Project STANDARD CONS FRUCTION SPECIFICATION DOCUMENTS Revised Jule 1,2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH PROJECT NO.: 100543:Lake Worth Dam Improvements Project STANDARD CONS IRUC I ION SPECIHCA CION DOCUMENTS Revised JUIN, I,2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CFI Y OF FOR I'WORTH PROJECT NO.: 100543:Eake Worth Dam Improvements Project STANDARD CONSTRUC FION SPECIFICA IION DOCUMENTS Revised Juh 1,2011