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Contract 49934
CITY SECRETARY ; 1 C�Cl( L� FORT WORTH conITRACT No. PROJECT MANUAL FOR — THE CONSTRUCTION OF Marine Creek Interceptor Improvements — Phase I Sanitary Sewer Replacement— Part II City Project No. 02223 DOE No. 7214 Sewer Project No. 59607-070430-CO2223-CO1787 Betsy Price David Cooke Mayor City Manager Kara L. Shuror Interim Director, Water Department Prepared for The City of Fort Worth Water Department 2017 ``����ttit111ttttl of Ar r DOUGLAS K. BIGLEN :....88777.....•... 0A""*,sG►STE,W ``1' jrlrtt t tiiiii11 The Seal Appearing on this document was authorized by Douglas K. Biglen, P.E. 88777, on August , S CP OFFICIAL RECORD =' RECEIVED IAV 15 2017 CITY SECRETARY _o C MYOFFORTWORTH FT.WORTH,TX CITYSECRETARy SS b ! FORT WORTH City of Fort Worth Table of Contents Adopted September 2011 .nw am 000000-1 TABLE OF CONTENTS wr Page 1 of 6 SECTION 00 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 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form r. 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law .. 00 45 40 Minority Business Enterprise Goal 004541 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond e•w 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance " 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 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 71 23 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements Ow 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised February 2,2016 City Project Number 02223 000000-2 TABLE OF CONTENTS Page 2 of 6 M Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents ® Division 33-Utilities 3331 23 Sanitary Sewer Pipe Enlargement 33 39 20 Precast Concrete Manholes w 33 39 60 Epoxy Liners for Sanitary Sewer Structures Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps:Hproi ectpoint.buzzsaw.com/client/fortworth.ov/Resources/02%20- %20Constructi on%2ODocuments/Specifications ■s Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03- Concrete �. 03 30 00 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 0334 16 Concrete Base Material for Trench Repair wr 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical dO 2605 10 Demolition fef Eleetr-irsal Systems 26 05 33 Raee..ays and Boxes f tr lo,.*r-eat Systems Division 31 - Earthwork 31 1000 Site Clearing 3123 16 t r..,.lass:fied>_x,..,yation .. 31-2323 gafr—w r 31 2400 Embankments 31 2500 Erosion and Sediment Control 00 34 3600 Gabs ns Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 3201 29 Concrete Paving Repair 372-1-1--23 Flexible Rase!'...,ryes 32-19 bitne T-reaied Base ;arses 322-1-133 Cement T-Feated Base COUFses iw32 11 37 IniqUid TFeated Soil StabiliEef 32 12 16 Asphalt Paving �r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised February 2,2016 City Project Number 02223 w 000000-3 TABLE OF CONTENTS Page 3 of 6 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 j3 20 C-Emerete Sidewalks, Pfi,.,eways and RafFier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Br-iek Unit Pavin .. 32 16 13 CaneFete Curb and GuRer-s and Valley Gutters 32 i7 23 Pavement Mar-kings 32 j:7 25 Cur-bAddmss PaiRfing .�. 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 3231 29 rencs ates .� 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding,and Sodding 32 93 43 Trees and Shrubs ** Division 33-Utilities 33 01 30 Sewer and Manhole Testing 3301 31 Closed Circuit Television(CCTV)Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 10 joint Bendiiig and Eleetfieal lseleAien 33 04 1-1 Gorr-esi0n Gentfel Test Siatiens .•. 33 04 30 T-empeFff)' Water-Sefviees 33 04 40 Cleaning and Aeeeptanee:Festing of Water-Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment,and Backfill ... 3305 13 Frame, Cover and Grade Rings 33 05 14 Adjusting Manholes, hilets Valve Boxes and Other +.4 r_r"ae 3305 16 Coner-eteMer-`mss 3305 17 Concrete Collars 33 05- 1 Tunnel-I.*neFPlate 33 05-2 Steel Gasing44pe 33 0523 Hand Tunneling 33 05-24 installation of CaFrie..Pipe in Casing eF Tunnel Liner- 330526 :330526 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33-1 5 Belts'Nuis;ard- aslEets 31 11 10 Puetile- Ivan Pipe -1-1 11 11 P-A-lectilea, lr-A-R Fittings 331-3 !',ner-e+e D-eSSUFe Pipe Baa: Wrapped, Steel Cylinder T-fpe 33 11 14 Buried Creel Pipe and Fit4i .� 93 121 0 Water-Se,yiees 1e-4;te- 7 iReh 33 1220 Res a:...,+ Qemed Gate Va1Ne 33-1224 A AWAL A Rubbe.. See+ea Butter-fly Valves 33-3 25 ..e +: +.Exis+:,,,.Wate.-Mains CITY OF FORT WORTH Marine Geek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised February 2,2016 City Project Number 02223 +r 000000-4 TABLE OF CONTENTS Page 4 of 6 39 122--30 !'..mbif...tkm A:r-1/.,1„o Assemblies f Potable Watef Systems A33 12 40 Fin 33 1260 Standard Blew effValve.kssembly 33 3i i2 Cur-ed in Plaee Pipe(CIPP) 3331 15 High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 3331 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 M 22 Sanitwy Sewe-Slip bifiiRg 33 M 23 Sanitai=y Sewer-Pipe galar-gement 3331 50 Sanitary Sewer Service Connections and Service Line 3331 70 Ce.,.bin io n:-Valve f4-S.,,,kary Sewer-re-ee>,,rains 33 39 io CaSi-iR Placezv ffete Miff eleS 1M 33 3920 D-eeast Ce„e-ere HAa Meles 33 39 30 Fiberglass Manholes 33 Inn nn oivtewate-- necess Chamber-(WAC) 333Q 60 Epoxy Limo for-Sanitafy Se,,.e-&FH6t„-ee 39 41 10 De:«f-veal !`e.,e-ere S&A-Fm Sewer-Pipe/!idle-ts 33 41 11 14io Density Polyethylene(14PPE)Pipe,f r Stem Tl«,;.. 3341-12 Deinf-eea d Del„ethlene(SRPE)Pipe 33 4600 StlbdFaifiage 33 4601 clettea Ste_fn r,..ains 33 4602 T-e„et,Tffii fi. 33 49 10 Cast in Dl.,ee Manheles and unet:e., Dexe- r.11 39 4920 CUFb and Pfep!filets 33 49 40 SteFm Drainage uee,d,,..,lls.,.,d Wifigw” Division 34-Transportation 3441 10 Tffi -ae S•,.nete 34 41�r"10.-01 Attaehfnefit n !`efwelle-Gabi.,et rwtl 34 4T1 10.02 Aaaehment D Cent-elle.Spee;fie.,t:en 34 41 10.03 —Attac-lnieet-E 1 41 11 3441 1Removing T-affie Signals 3441 15 Deet.,figulaF Rapid_Flashing Beeeefi 34 41 16 De.destf:ian l..yb-i.d Signal 14 41iQ De..,J.,>.,,, 1I6,.,,:.,nt:o.,_Assemblies 3441 20.01 A 14e-:el TED Roadway T , i ie 311-41 224.02 Freeway LED Rea dway Luminaires e 34 41 20.03 - Re-Si de, iFil 1.9P Rea d,,ay r e 34 41 30 Aluminum &igfw- 34 71 13 Traffic Control d� rrr CITY OF FORT WORTH Marine Creek Interceptor Improvements-Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement-Part II Revised February 2,2016 City Project Number 02223 Wk 000000-5 TABLE OF CONTENTS Oft Page 5 of 6 Appendix GC4.01 Availability of Lands on GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site .w GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities on GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements s. END OF SECTION irww nr. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised February 2,2016 City Project Number 02223 City of Fort Worth, Texas Mayor and Council Communication DATE- Tuesday, November 7, 2017 REFERENCE NO.: C-28470 LOG NAME: 60MCM365VARPH1P2-PMCONST SUBJECT: Authorize Execution of Contract with PM Construction & Rehab, L.P. in the Amount of$1,681,223.00 for Marine Creek Interceptor Improvements Phase I, Part 2, Located in the Marine Creek Hills Neighborhood Provide for Project Costs, Materials Testing and Contingencies for a Total Project Amount of $1,979,423.00, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and Adopt Appropriation Ordinance (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds of future debt for the Marine Creek Interceptor Improvements Project; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer DPN Fund in the amount of$1,979,423.00; and 3. Authorize execution of a contract with PM Construction & Rehab, L.P., in the amount of$1,681,223.00 for Marine Creek Interceptor Improvements Phase I, Part 2 (City Project No. 02223). DISCUSSION: This project provides for trenchless pipe enlargement to upgrade and replace an existing deteriorated sanitary sewer main located within the Marine Creek Sanitary Sewer Basin beginning from the Robertson Road/Boat Club Road intersection generally in a southeasterly direction 5,800 feet to the Bowman- Roberts Road/Cromwell Marine Creek Road intersection. This project was advertised for bids on July 13, 2017 and July 20, 2017 in the Fort Worth Star-Telegram. On August 10, 2017 the following bids were received: 'Bidder Amount Time of Completion PM Construction & Rehab, L.P. $1,681,223.00 320 Calendar Days �Wiiliam J. Schultz, Inc. d/b/a Circle " C" $1,754 300.00 Construction Company, Inc. ARK Construction Company, Inc. 1$2,849,130.00 In addition to the contract cost, $214,100.00 is required for project management, material testing and inspection and $84,100.00 is provided for project contingency Logname: 60MCM365VARPHIP2-PMCONST Page 1 of 3 This project is anticipated to be included in a future revenue bond issue for the Water and Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Direct Purchase Note (DPN) Program will be used to provide interim financing for this project until debt is issued. To the extent resources other than the Water and Sewer portfolio are used to provide interim financing, the Water and Sewer Fund will be charged interest that is equivalent to the overall rate of return being earned by the City portfolio (currently approximately one- percent annually). Should the City's portfolio not support the liquidity needed to provide an interim short- term financing source, another funding source will be required, which could mean issuance of securities under the DPN Program or earlier issuance of Water and Sewer revenue bonds than is currently planned. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution. The City Council adopted the Water Department's Fiscal Year 2017-2021 Five Year Capital Improvement Plan on January 24, 2017, Mayor and Council Communication (M&C G-18927). This City Council adopted plan includes this specific project, with funding identified through the DPN program to be reimbursed with future revenue bonds. In accordance with the provisions of the Financial Management Policy Statement, Staff anticipates presenting revenue-supported debt issuances to the City Council for consideration within the next three years. This debt must be issued within approximately three years to provide reimbursement for these expenses. If that does not occur, the costs will no longer be reimbursable by issuing tax-exempt debt and the funding source will have to be made whole through budgetary methods. Adoption of this resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax- exempt bond proceeds. Construction is anticipated to commence in January 2018 and be completed by December 2018. The overall project budget is estimated to be $4,974,000.00. This project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's Operating Budget when complete. M/WBE OFFICE— PM Construction & Rehab, L.P., is in compliance with City's BDE Ordinance by committing to six percent MBE participation. The City's MBE goal on this project is six percent. The project is located in COUNCIL DISTRICT 2. 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 Water and Sewer DPN Fund for this project. The Water and Sewer DPN Fund includes authority of$100,000,000.00 for the purpose of providing interim funding for Water and Sewer Capital Projects. After this transfer, the balance will be $87,720,529.00: Existing Additional Project FUND [Appropriations FAppropriations Total* r017A Water and Sewer Bond Fund $1,922,700.00 $0.00 $1,922,700.00 11 Water and Sewer I DPN Fund 56014 $0.00, $1,979,423.00 $1,979,423.00 Sewer Capital Fund - Legacy $1,070,956.00 $0.00 $1,070,956.00 59607 [Project Total F $2,993,656.00 $1,979,423.00 $4,973,079.00 Logname: 60MCM365VARPHIP2-PMCONST Page 2 of 3 * Numbers rounded for presentation purposes FUND IDENTIFIERS (FIDs): TO _ Fund Department Accoun Project Program ctivity Budget Reference # �M�Ul ID �_ ID^_._� __ Year (Chartfield 2) FROM Fund Department ccoun Project �Program,ActivitylBudget Reference # moun ID ID Year IChartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Kara Shuror (8819) Additional Information Contact: Roberto C. Sauceda (2387) ATTACHMENTS 1 60MCM365VARPH 1 P2 PMCONST 1295 Form.pd (Public) 2. 60MCM365VARPH1 P2 PMCONST FID Table.pd (CFW Internal) 3. 60MCM365VARPH1P2-PMCONST MWBE.pdf (CFW Internal) 4. 60MCM365VARPH1P2-PMCONST 60 AO 18R.docx (Public) 5. 60MCM365VARPH1P2-REIMB RESOLUTION.doc (Public) 6. 60MCM365VARPHIP2-PMCONST MAP.pdf (Public) 7 SAM PM Construction Rehab LP.pdf (CFW Internal) Logname: 60MCM365VARPHIP2-PMCONST Page 3 of 3 60MCM365VARPHIP2 PMCONST .Table FIDS{KIK,Journal Entries)___ 74 ■1&2) 56014 0700430 4905135 CO2223 2017 $ 1,979,423.00 iJ1f> Qe Pt# ; –Pe —t Activyit -Bud g et Year --CF —Pr 000.0.1 0700430 f . C01780 3 3J4 0700430 ff i 1 2017 !1!,""1323.01071 1&2) 56014 0700430 5310350 CO2223 C01784 2017 $ 8,900.00 56014 0700430 I II CO2223 C01784 2017 -- $ 44,200.00 -_ 56014 0700430 I .1 CO2223 C01785 2017 _- $ 106,000.00 -_ f F{Ds (G'L Journai iEntries) _ _ � Rec � Fund �' Dept# Account Project ' Activity ' Budget Year CF i Program � Amount Purpose Xfer Amortize � Fi®s(Expense t'�nly=No KK or�i_Entries heeded) Rec Fund Dept# Account Project Activity Budget Year CF Program Amount Purpose ID 2 56014 0700ii I I • /1 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,S,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. 2017-249792 PM Construction&Rehab,LLC Pasadena,TX United States Date Filed; 2 Name of governmental entity or state agency that Is a party to the contract for which the foam Is 08/15/2017 being filed. 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. 02223 Marine Creek Interceptor Improvements-Phase I(Sanitary Sewer Replacement-Part II) Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary Wilkes,Wendy The Woodlands,TX United States X Gibson,Wade Pasadena,TX United States X Abels,Christian Houston,TX United States X Ong, Bac Pasadena,TX United States X McCrae, Robert The Woodlands,TX United States X Steinberg,Robert The Woodlands,TX United States X Inland Pipe Rehabilitation,LLC The Woodlands,TX United States X 5 Check only if there is NO Interested Party. 6 AFFIDAVIT 0%J1111 1 l Nrf77��i I swear,or affirm,under penalty of perjury,that the above disclosure Is true and correct. IN E S '�. �PRY,otr''. �0 un — Signature of authorized agent of contracting business entity E ro P AFFIX NOTARYOy..t �+ iFz �i,�• ��0��`�`, Bac Ong 15th August Sworn to and subscribe'd �git�y►llte said this the day of , 2017 to certify which,witness my hand and seal of office. a i K &�:L "ilaf,t7I Signature of officer admin!!! Ong oath Printed name of officer administering oath Title of officer a ministering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883 0005 10-1 +r� MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of 1 w 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 ..0 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved +M 7 M&C for the award of the project. :til&C insert shall be on blue paper.] 8 9 10 "t 11 12 so 13 rr 14 15 no 16 me 17 18 me 19 w� 20 21 22 23 24 END OF SECTION Am CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 4 ADDENDUM NO. 1 -» MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I SANITARY SEWER REPLACEMENT- PART II CITY PROJECT NO. 02223 DOE NO. 7214 SEWER PROJECT NO. 59607-070430-CO2223-C01787 TO ALL PROSPECTIVE BIDDERS: .. The Bid Date for this Project is Thursday, August 3, 2017. The last day to submit questions before the bid opening date is Friday, July 28, 2017. The Agenda and Sign-In Sheets from the Pre-Bid Conference, held on Thursday, July 20, 2017 are attached to this addendum for informational purposes only. Nothing contained in the agenda of this meeting shall be interpreted as changing the Contract Documents. Only specific addendum items change the Contract Documents. The Contract Documents for the above referenced project are amended in the following particulars only, all other terms remaining unchanged. GENERAL: 1. The following documents have been revised in whole and are now available on Buzzsaw: a. Project Drawings (PDF) b. Project Specifications (PDF) c. Bid Proposal Workbook (Excel file) ENGINEER'S COST ESTIMATE: The engineer's opinion of probable construction cost for Part II is: $3,110,950. — END OF ADDENDUM — RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED IN THE BID PROPOSAL. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATON. THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS. Page 1 of 1 FQRTQRTH City Project No. 02223 DOE No. 7214 Sewer Project No. 59607-070430-CO2223-CO1787 MARINE CREEK INTERCEPTOR IMPROVEMENTS — PHASE I SANITARY SEWER REPLACEMENT— PART II PRE-BID MEETING AGENDA Meeting Discuss Scope of Work and Contract Documents Purpose: Date: Thursday, July 20, 2017 9:00 AM Location: HDR Fort Worth Office (600 W. 6th St., Suite 200) Main Conference Room Welcome—Thank You for Joining Sign-In by All Meeting Participants ■ Bidding Contractors are required to sign-in and sign-out at the HDR office. Introduction of Owner and Engineering Participants Introduction of Contractors, Sub-Contractors, Suppliers, and Other Participants Description of Work ■ Brief description of what is to be constructed - Pipeline: Approximately 4150 LF of 15"-21" sanitary sewer by pipe .. enlargement, and 1550 LF of 21" sanitary sewer pipe by open cut. Improvements include the replacement of 15 existing manholes installation of 4 new manholes, and open cut point repairs -- corresponding to pipe enlargement operations. - Bidding HDPE for pipe enlargement and either HDPE or PVC for open cut construction. Bidding Contractors are required to identify pipe material on the bid form. - The City shall obtain the following permits: ■ USACE NWP-12 ■ TCEQ Domestic Wastewater Permits ■ Oncor Transmission License Application Page 1 of 2 D - Beginning connection at the end of Part I project (intersection of Bowman Roberts Rd. and Cromwell Marine Creek Rd.) - Ending connection at manhole located east of Boat Club Rd. (FM 1220) - 250 calendar days to final completion. ■ Construction sequencing Connections will require coordination with the City. • Special Considerations - TCEQ Requirements must be followed. - Geotechnical Report in Specifications and on Buzzsaw. ■ Access & security -■ - Contractor to coordinate with the City to ensure Temporary Rights of Entry are acquired prior to construction. - Contractor to ensure that Oncor Transmission License Application has been approved prior to entering Oncor property. Receipt of Questions from Meeting Participants ■ Bidders shall only consider those questions answered in writing. ■ Verbal statements by the representatives of the Owner and/or Engineer are not part of the Contract Documents and shall not be interpreted as such. ■ If questions result in altering of Bidding Documents, an Addendum will be issued. ■ Please submit all questions in writing to Engineer. ■ Questions will be answered until the close of business July 28, 2017. Questions received after that date will not be answered. Bids are due Auqust 3, 2017 by 1:30 pm at City of Fort Worth Purchasinq Division, 1000 Throckmorton Street, Fort Worth, Texas 76102. Page 2 of 2 Marine Creek Pre-Bid Meeting(7/20/17)-Contractor Sign-in No. Name Company Phone Email Signature 1 ` - 2 �-/1 r s,,, 72:S kc 9/ -Sa3S' Sm ITh cO S ke-inc c 3 Q� 5 I�wn tai Qe>� Bl4- 8(Q-1(y$ PP$WIIA 6�) 71 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ADDENDUM NO. 2 MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE I SANITARY SEWER REPLACEMENT-PART II CITY PROJECT NO. 02223 DOE NO. 7214 SEWER PROJECT NO. 59607-070430-CO2223-C01787 TO ALL PROSPECTIVE BIDDERS: The Bid Date for this Project is postponed to Thursday, August 10, 2017. The last day to submit questions before the bid opening date is Friday, August 4, 2017. The Pre-Bid Conference was held on Thursday, July 20, 2017. Nothing contained in the agenda of this meeting shall be interpreted as changing the Contract Documents. Only specific addendum items change the .- Contract Documents. The Contract Documents for the above referenced project are amended in the following particulars only, all other terms remaining unchanged. BID DATE: Sealed bids will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, August 10, 2017, and bids will be opened publicly and read aloud at 2:00 P.M. CST in the Council Chambers. - END OF ADDENDUM - RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED IN THE BID PROPOSAL. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATON. THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS. Page 1 of 1 ADDENDUM NO. 3 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I SANITARY SEWER REPLACEMENT - PART II CITY PROJECT NO. 02223 DOE NO. 7214 SEWER PROJECT NO. 59607-070430-CO2223-CO1787 TO ALL PROSPECTIVE BIDDERS: The Bid Date for this Project is Thursday August 10, 2017. The last day to submit questions before the bid opening date is Friday, August 4, 2017. The Pre-Bid Conference was held on Thursday, July 20, 2017. Nothing contained in the agenda of this meeting shall be interpreted as changing the Contract Documents. Only specific addendum items change the Contract Documents. The Contract Documents for the above referenced project are amended in the following ,,. particulars only, all other terms remaining unchanged. PROPOSAL FORM: The attached revised proposal form has been revised as shown to include alternate bids for the sanitary sewer manholes. .r RECEIPT ACKNOWLEDGED: M0 By:_ a, Kara Shuror Interm Di tor, W artment Title: Bac Ong-Senior General Manager ..._.——._._._.-_._.__.._.___. "o By:Roberto C. Sauceda,P.E. Title: Senior Professional Engine — END OF ADDENDUM-- RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED IN THE BID PROPOSAL. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATON. THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS. Page 1 of 1 00 42 43 BID PROPOSAL Page 1 of to SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Item No. Description Specification Section Measure Unit of Bid Unit Price Bid Value Quantity 1 15"to 21"Pipe Enlargement 3331 23 LF 4150 21"Sewer Pipe(Open-Cut) 33 11 10,3331 13, 2 33 31 20,33 31 21 LF 1550 3 21"Sewer Pipe,Point Repair 33 31 22,33 31 23 LF 180 4 4 Sewer Service Rerorrection 33 31 50 33 31 23 EA 1 5 8 Sewer Servu.. -tr 11u re:.hcn 33 31 50,33 31 23 EA 4 6 12"Sewer Service. Recorne.tion 3331 50,333112.31 EA 1 7 15"Sewer Service Ri'-corn(,:Ctlon 33 31 50,33 31 23 EA 2 8 4'Dia.Drop Manhole 333910,33 39 20 EA 5 9 Epoxy Manhole Liner SpectraShield) 33 39 60 VF 60 10 4'Extra Depth Manhole 33 39 10,33 39 20 VF 75 _ 11 Concrete_ Collar 33 05 17 EA 19 12 Manhole Vacuum Testing 3301 30 EA 20 13 Bypass Pumping 33 03 10 LS 1 _ ..._...._. __._... _ _._._........ .._ 14 Concrete Encase Sewer Pipe 033000 CY 50 15 Exploratory Excavation of Existing Utilities 33 05 30 EA 22 16 Trench Safety 3305 10 LF 1550 _ _ ._......_ ___.._ __..._._,_. 17Utility Markers 33 05 26 LS 1 ......_... _ 18 Trench Water Stops 33 05 15 EA 1 19 Pre-CCTV Inspection 3301 31 LF 5700 20 Post-CCTV Inspection 3301 31 LF 5700 21 15"Sewer Abandonment Plug 0241 14 EA 4 22 15"Sewer Line Grouting 02 41 14 CY 75 23 Remove 4'Sewer Manhole 0241 14 EA 17 24 Remove 4"Sewer Line 0241 14 LF 500 25 Remove and Reinstall Fence 0241 13 LF 760 26 4 Wide Asphalt Pvmt Repair.Arterial 32 01 17 LF 150 ........ _ _ __ _ _ 27 Asphalt Pvmt Repair Sewer Service 3301 17 LF 280 C 28 Concrete Pvmt Repair.Residential 32 01 29 SY 130 29 30"RCP,Class III 3341 10 LF 40 30 36"RCP,Class III 3341 10 LF 40 31 60"RCP, Class III 3341 10 LF 40 32 36'Flared Headwall, 1 pipe 33 49 40 EA 2 Si- 60"Flared Headwall, 1 pipe 33 49 40 EA 1 34 SWPPP> 1 acre 31 2500 LS 1 35 Traffic Control 3471 13 MO 4 _ _.._ 36 Portable Message Sign 3471 13 WK 16 37 Construction Staking 01 71 23 LS 1 38 Construction GPS As-built 01 7839 LS 1 39 Allowance LS 1 $75,000.00 $75,000.00 Base Bid=$ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook oft 00 42 43 BID PROPOSAL Im Page 2 of 10 SECTION 00 42 43 PROPOSAL FORM Ort UNIT PRICE BID Bidder's Application Project Item Information BIcWvr.< )sal Item No. Description Specification Section Unit of Bid Unit Price Bid Value No. Measure Quantity Alternate A Install Shallow 4-ft Dia.Conc.MH wl 33 39 10,33 39 20 1 Spectrashield and Conc.Collar EA 14 1 1 Alternate A Subtotal= Alternate B Install Armorock 4-ft Dia.Polymer MH 33:39 10;33 39 20 1 &Special Specs EA 14 Alternate BSubtotal Base Bid+Alternate A Subtotal:$ Base Bid+Alternate B Subtotal: $ r *Note:The City reserves the right to select the lowest responsible bids of the subtotals of Base Bid Alternate A or Base Bid Alternate B. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Re,ised 20120120 00 41 00_00 43 13_01142 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 00 11 13-1 w INVITATION TO BIDDERS Page I of 2 �* 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Marine Creek Interceptor Improvements-Phase I(Sanitary 6 Sewer Replacement—Part II),City Project No. 02223,Sewer Project No.59607-070430- .,, 7 CO2223-01787 will be received by the City of Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M. CST,Thursday,August 3,2017,and bids will be opened publicly and read 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 4150 LF of 15"-21"sanitary sewer by pipe enlargement 19 1550 LF of 21"sanitary sewer pipe by open cut 20 15 existing manholes(replacement) 21 4 new manholes 22 23 PREQUALIFICATION w 24 The improvements included in this project must be performed by a contractor who is pre- 25 qualified by the City at the time of bid opening.The procedures for qualification and pre- 26 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 27 28 DOCUMENT EXAMINATION AND PROCUREMENTS 29 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 30 of Fort Worth's Purchasing Division website at.http://www.fortworthtexas.jzoy/purchasinp-/and 31 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 32 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 33 suppliers.The drawing set for advertisement will be available electronically on Friday,July 7, .. 34 2017.The contractor is required to fill out and notarize the Certificate of Interested Parties 35 Form 1295 and the form must be submitted to the Project Manager before the contract will 36 be presented to the City Council. The form can be obtained at w 37 httns://Nvww.ethics.state.tx.us/tec/1295-Info.htm . 38 39 Copies of the Bidding and Contract Documents may be purchased by request at: 40 • ' 41 HDR Engineering, Inc. 42 600 W. 6`°St., Suite 200 43 Fort Worth,TX 76102 ..� 44 Phone: 817-333-2800 45 46 The cost of Bidding and Contract Documents is: 47 Set of Bidding and Contract Documents with full size drawings: $50(please allow 1-2 business 48 days for processing). 49 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 22,2016 City Project Number 02223 w 7 0011 13-2 INVITATION TO BIDDERS Page 2 of 2 1 wr 2 PREBID CONFERENCE 3 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 4 BIDDERS at the following location,date,and time: 5 DATE: Thursday, July 20, 2017 "' 6 TIME: 9:00 AM 7 PLACE: 600 W. 6'h St, Suite 200 8 Fort Worth, Texas 76102 oft 9 LOCATION: Second floor of building. 10 11 12 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 13 City reserves the right to waive irregularities and to accept or reject bids. 14 15 FUNDING "^ 16 Any contract awarded under this INVITATION TO BIDDERS is expected to be funded from 17 revenues generated from bonds and dedicated by OWNER's Administrative Board to the work 18 under this INVITATION TO BIDDERS. 19 20 INQUIRIES 21 All inquiries relative to this procurement should be addressed to the following: 22 Attn: Robert C. Sauceda,P.E.,City of Fort Worth 23 Email: Robert.Sauceda@fortworthtexas.gov 24 Phone: 817-392-2387 25 AND/OR 26 Attn: Douglas K.Biglen,P.E.,HDR 27 Email: Douglas.Biglen@hdrinc.com 28 Phone: 817-333-2819 29 30 ADVERTISEMENT DATES 31 July 13,2017 32 July 20,2017 33 34 35 END OF SECTION soft CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I on STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 22,2016 City Project Number 02223 00 o.. 0021 13-1 we INSTRUCTIONS TO BIDDERS Page 1 of 10 ..� i 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 1.2.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 w 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 rr 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 2.2.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. Paving—Requirements document located at; 40 https://projecti2oint.buzzsaw.com/fortworthgov/Resources/02%20- �� 41 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving 42 %20Contractor%2OPrequalification%2OProgram/PREQUALIFICATION%20REQ 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 46 https:Hproiectpoint.buzzsaw.com/fortwonhgov/Resources/02%20- 47 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving ++� 48 %20Contractor%2OPrequalification%2OProgram/PREQUALIFICATION%20RE0 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised August 21,2015 City Project Number 02223 0021 13-2 INSTRUCTIONS TO BIDDERS rs Page 2 of 10 1 2 3.1.3. Water and Sanitary Sewer—Requirements document located at; 3 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%2ODocuments/Contractor%2OPrequalification/Water%o2Oand%2 5 OSanitaa%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre �. 6 qual%20requirements.doc?public 7 8 9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 10 seven (7)calendar days prior to Bid opening,the documentation identified in Section 00 11 45 11,BIDDERS PREQUALIFICATIONS. 12 .. 13 3.2.1. Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 18 bidder(s)for a project to submit such additional information as the City, in its sole 19 discretion may require,including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project,and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information,a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information, if requested,may be grounds 26 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 29 3.4.In addition to prequalification,additional requirements for qualification may be required �* 30 within various sections of the Contract Documents. 31 32 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 33 34 4.1.Before submitting a Bid,each Bidder shall: 35 36 4.l.1. Examine and carefully study the Contract Documents and other related data 37 identified in the Bidding Documents(including"technical data" referred to in 38 Paragraph 4.2.below).No information given by City or any representative of the 39 City other than that contained in the Contract Documents and officially 40 promulgated addenda thereto,shall be binding upon the City. 41 42 4.1.2.Visit the site to become familiar with and satisfy Bidder as to the general,local and 43 site conditions that may affect cost,progress, performance or furnishing of the 44 Work. 45 46 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 47 progress,performance or furnishing of the Work. 48 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised August 21 2015 City Project Number 02223 AM 0021 13-3 an INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.4. Be advised,City, in accordance with Title VI of the Civil Rights Act of 1964, 78 ... 2 Stat.252,42 U.S.C.2000d to 2000d-4 and Title 49, Code of Federal Regulations, 3 Department of Transportation, Subtitle A,Office of the Secretary,Part 21, 4 Nondiscrimination in Federally-assisted programs of the Department of 5 Transportation issued pursuant to such Act, hereby notifies al bidders that it will am 6 affirmatively insure that in any contract entered into pursuant to this advertisement, 7 minority business enterprises will be afforded full opportunity to submit bids in 8 response to this invitation and will not be discriminated against on the grounds of no 9 race,color,or national origin in consideration of award. 10 11 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 11110 12 contiguous to the Site and all drawings of physical conditions relating to existing 13 surface or subsurface structures at the Site(except Underground Facilities)that 14 have been identified in the Contract Documents as containing reliable "technical 15 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any, +* 16 at the Site that have been identified in the Contract Documents as containing 17 reliable"technical data." 18 19 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 20 the information which the City will furnish.All additional information and data 21 which the City will supply after promulgation of the formal Contract Documents 22 shall be issued in the form of written addenda and shall become part of the Contract .� 23 Documents just as though such addenda were actually written into the original 24 Contract Documents.No information given by the City other than that contained in 25 the Contract Documents and officially promulgated addenda thereto, shall be +�► 26 binding upon the City. 27 28 4.1.7. Perform independent research,investigations,tests,borings,and such other means 29 as may be necessary to gain a complete knowledge of the conditions which will be 30 encountered during the construction of the project.On request,City may provide 31 each Bidder access to the site to conduct such examinations, investigations, 32 explorations,tests and studies as each Bidder deems necessary for submission of a 4 33 Bid. Bidder must fill all holes and clean up and restore the site to its former 34 conditions upon completion of such explorations, investigations,tests and studies. 35 .w 36 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 37 cost of doing the Work,time required for its completion, and obtain all information 38 required to make a proposal. Bidders shall rely exclusively and solely upon their 411111111 39 own estimates, investigation,research,tests,explorations, and other data which are 40 necessary for full and complete information upon which the proposal is to be based. 41 It is understood that the submission of a proposal is prima-facie evidence that the 42 Bidder has made the investigation, examinations and tests herein required. Claims "" 43 for additional compensation due to variations between conditions actually 44 encountered in construction and as indicated in the Contract Documents will not be 45 allowed. oft 46 �r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised August 21,2015 City Project Number 02223 Ili AM 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or 2 between the Contract Documents and such other related documents. The Contractor 3 shall not take advantage of any gross error or omission in the Contract Documents, 4 and the City shall be permitted to make such corrections or interpretations as may 5 be deemed necessary for fulfillment of the intent of the Contract Documents. ... 6 7 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of- 8 9 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 10 the site which have been utilized by City in preparation of the Contract Documents. I 1 The logs of Soil Borings, if any, on the plans are for general information only. 12 Neither the City nor the Engineer guarantee that the data shown is representative of ,. 13 conditions which actually exist. 14 15 4.2.2. those drawings of physical conditions in or relating to existing surface and ANN 16 subsurface structures(except Underground Facilities)which are at or contiguous to 17 the site that have been utilized by City in preparation of the Contract Documents. 18 19 4.2.3. copies of such reports and drawings will be made available by City to any Bidder '* 20 on request. Those reports and drawings may not be part of the Contract 21 Documents,but the "technical data" contained therein upon which Bidder is entitled 22 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 23 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 24 responsible for any interpretation or conclusion drawn from any"technical data" or 25 any other data,interpretations,opinions or information. 26 r. 27 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 28 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 29 exception the Bid is premised upon performing and furnishing the Work required by the 30 Contract Documents and applying the specific means,methods,techniques, sequences or 31 procedures of construction(if any)that may be shown or indicated or expressly required 32 by the Contract Documents, (iii)that Bidder has given City written notice of all 33 conflicts,errors, ambiguities and discrepancies in the Contract Documents and the 34 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 35 etc.,have not been resolved through the interpretations by City as described in 36 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 37 and convey understanding of all terms and conditions for performing and furnishing the 38 Work. 39 Now 40 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos,Polychlorinated 41 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 42 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract an 43 Documents. 44 45 5. Availability of Lands for Work,Etc. 46 am Oft CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised August 21,2015 City Project Number 02223 v 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for w 2 access thereto and other lands designated for use by Contractor in performing the Work 3 are identified in the Contract Documents. All additional lands and access thereto 4 required for temporary construction facilities, construction equipment or storage of 5 materials and equipment to be incorporated in the Work are to be obtained and paid for "* 6 by Contractor. Easements for permanent structures or permanent changes in existing 7 facilities are to be obtained and paid for by City unless otherwise provided in the 8 Contract Documents. #.. 9 10 5.2.Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed I I in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 12 of-way,easements, and/or permits are not obtained,the City reserves the right to cancel 13 the award of contract at any time before the Bidder begins any construction work on the 14 project. 15 16 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 17 way,easements,and/or permits, and shall submit a schedule to the City of how 18 construction will proceed in the other areas of the project that do not require permits w 19 and/or easements. 20 21 6. Interpretations and Addenda 22 23 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 24 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 25 received after this day may not be responded to.Interpretations or clarifications +..� 26 considered necessary by City in response to such questions will be issued by Addenda 27 delivered to all parties recorded by City as having received the Bidding Documents. 28 Only questions answered by formal written Addenda will be binding. Oral and other ,r. 29 interpretations or clarifications will be without legal effect. 30 31 Address questions to: 32 } 33 City of Fort Worth 34 1000 Throckmorton Street 35 Fort Worth,TX 76102 ■s 36 Attn: Robert C. Sauceda, P.E., Water Department 37 Fax: 817-392-8195 38 Email:Robert.Sauceda@fortworthtexas.gov 39 Phone: 817-392-2387 40 41 42 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 43 City. 44 6.3.Addenda or clarifications may be posted via Buzzsaw at: 45 https://Prooectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Prooects/022 .r 46 23%20-%20Marine%20Creek%20Parallel%201nterceptor%201mprovements 47 48 +rw w1 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised August 21,2015 City Project Number 02223 Oft 0021 13-6 INSTRUCTIONS TO BIDDERS Oft Page 6 of 10 1 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 2 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 00 3 Project. Bidders are encouraged to attend and participate in the conference. City will 4 transmit to all prospective Bidders of record such Addenda as City considers necessary 5 in response to questions arising at the conference. Oral statements may not be relied an 6 upon and will not be binding or legally effective. 7 8 7. Bid Security 9 10 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 11 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 12 the requirements of Paragraphs 5.01 of the General Conditions. 13 14 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 15 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 16 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 17 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 18 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 19 other Bidders whom City believes to have a reasonable chance of receiving the award 20 will be retained by City until final contract execution. 21 22 8. Contract Times �a 23 The number of days within which,or the dates by which,Milestones are to be achieved in 24 accordance with the General Requirements and the Work is to be completed and ready for 25 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the sr 26 attached Bid Form. 27 28 9. Liquidated Damages 29 Provisions for liquidated damages are set forth in the Agreement. oft 30 31 10. Substitute and "Or-Equal" Items 32 The Contract,if awarded,will be on the basis of materials and equipment described in the r. 33 Bidding Documents without consideration of possible substitute or"or-equal" items. 34 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 35 equal" item of material or equipment may be furnished or used by Contractor if acceptable to am 36 City,application for such acceptance will not be considered by City until after the Effective 37 Date of the Agreement. The procedure for submission of any such application by Contractor 38 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 39 Conditions and is supplemented in Section 0125 00 of the General Requirements. ■. 40 41 11. Subcontractors,Suppliers and Others 42 ovwi r rr► CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised August 21,2015 City Project Number 02223 w 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 2 12-2011 (as amended),the City has goals for the participation of minority business 3 and/or small business enterprises in City contracts. A copy of the Ordinance can be 4 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 5 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 6 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 7 Venture Form as appropriate. The Forms including documentation must be received 8 by the City no later than 2:00 P.M.CST, on the second business days after the bid .. 9 opening date. The Bidder shall obtain a receipt from the City as evidence the 10 documentation was received. Failure to comply shall render the bid as non- 11 responsive. 12 13 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 14 or organization against whom Contractor has reasonable objection. 15 16 12. Bid Form 17 18 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 19 obtained from the City. 20 21 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 22 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 23 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit 24 price item listed therein. In the case of optional alternatives,the words"No Bid," 25 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, .. 26 written in ink in both words and numerals,for which the Bidder proposes to do the 27 work contemplated or furnish materials required. All prices shall be written legibly. 28 In case of discrepancy between price in written words and the price in written 29 numerals,the price in written words shall govern. 30 31 12.3. Bids by corporations shall be executed in the corporate name by the president or a 32 vice-president or other corporate officer accompanied by evidence of authority to 33 sign. The corporate seal shall be affixed. The corporate address and state of 34 incorporation shall be shown below the signature. 35 36 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner,whose title must appear under the signature accompanied by evidence of 38 authority to sign. The official address of the partnership shall be shown below the .. 39 signature. 40 41 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the fine and the official address of the firm shall be shown. 44 45 12.6. Bids by individuals shall show the Bidder's name and official address. r., 46 47 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form. The official address of the joint venture shall be shown. 49 one 50 12.8. All names shall be typed or printed in ink below the signature. 51 No CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised August 21,2015 City Project Number 02223 00 r 0021 13-8 INSTRUCTIONS TO BIDDERS w Page 8 of 10 1 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 2 which shall be filled in on the Bid Form. .. 3 4 12.10. Postal and e-mail addresses and telephone number for communications regarding the 5 Bid shall be shown. w� 6 7 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 8 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 9 to State Law Non Resident Bidder. t* 10 11 13. Submission of Bids 12 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, Aw 13 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 14 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 15 envelope,marked with the City Project Number,Project title,the name and address of 16 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent ` 17 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 18 envelope with the notation "BID ENCLOSED" on the face of it. 19 00 20 14. Modification and Withdrawal of Bids 21 22 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office oft 23 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 24 must be made in writing by an appropriate document duly executed in the manner 25 that a Bid must be executed and delivered to the place where Bids are to be submitted 26 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 27 are opened and publicly read aloud,the Bids for which a withdrawal request has been 28 properly filed may,at the option of the City,be returned unopened. 29 ++► 30 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 31 time set for the closing of Bid receipt. 32 33 15. Opening of Bids 34 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 35 abstract of the amounts of the base Bids and major alternates(if any)will be made available 36 to Bidders after the opening of Bids. 37 38 16. Bids to Remain Subject to Acceptance 39 All Bids will remain subject to acceptance for the time period specified for Notice of Award .. 40 and execution and delivery of a complete Agreement by Successful Bidder. City may,at 41 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 42 43 17. Evaluation of Bids and Award of Contract 44 r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised August 21,2015 City Project Number 02223 0 0021 13-9 A+r INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1. City reserves the right to reject any or all Bids, including without limitation the rights ,.. 2 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 3 and to reject the Bid of any Bidder if City believes that it would not be in the best 4 interest of the Project to make an award to that Bidder,whether because the Bid is 5 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 6 meet any other pertinent standard or criteria established by City. City also reserves 7 the right to waive informalities not involving price, contract time or changes in the 8 Work with the Successful Bidder. Discrepancies between the multiplication of units .,, 9 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 10 between the indicated sum of any column of figures and the correct sum thereof will I 1 be resolved in favor of the correct sum. Discrepancies between words and figures 12 will be resolved in favor of the words. 13 14 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 15 among the Bidders, Bidder is an interested party to any litigation against City, 16 City or Bidder may have a claim against the other or be engaged in litigation, 17 Bidder is in arrears on any existing contract or has defaulted on a previous 18 contract,Bidder has performed a prior contract in an unsatisfactory manner,or 19 Bidder has uncompleted work which in the judgment of the City will prevent or 20 hinder the prompt completion of additional work if awarded. 21 22 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 23 other persons and organizations proposed for those portions of the Work as to which 24 the identity of Subcontractors,Suppliers,and other persons and organizations must 25 be submitted as provided in the Contract Documents or upon the request of the City. •+ 26 City also may consider the operating costs,maintenance requirements,performance 27 data and guarantees of major items of materials and equipment proposed for 28 incorporation in the Work when such data is required to be submitted prior to the 29 Notice of Award. 30 31 17.3. City may conduct such investigations as City deems necessary to assist in the 32 evaluation of any Bid and to establish the responsibility, qualifications, and financial 33 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 34 organizations to perform and furnish the Work in accordance with the Contract 35 Documents to City's satisfaction within the prescribed time. ,w 36 37 17.4. Contractor shall perform with his own organization,work of a value not less than 38 35%of the value embraced on the Contract,unless otherwise approved by the City. 39 40 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 41 responsive Bidder whose evaluation by City indicates that the award will be in the 42 best interests of the City. 43 44 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 45 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 46 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 47 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 48 comparable contract in the state in which the nonresident's principal place of 49 business is located. 50 w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised August 21 2015 City Project Number 02223 an 0021 13-10 INSTRUCTIONS TO BIDDERS am Page 10 of 10 1 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 2 to be awarded,City will award the Contract within 90 days after the day of the Bid ow 3 opening unless extended in writing. No other act of City or others will constitute 4 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 5 the City. 00 6 7 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 8 9 18. Signing of Agreement "` 10 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the I I required number of unsigned counterparts of the Agreement. Within 14 days thereafter 12 Contractor shall sign and deliver the required number of counterparts of the Agreement to r•k 13 City with the required Bonds,Certificates of Insurance,and all other required documentation. 14 City shall thereafter deliver one fully signed counterpart to Contractor. 15 16 an 17 18 END OF SECTION w. rs r�► w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I arm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised August 21,2015 City Project Number 02223 00 35 13 BID FORM Page 16 of 16 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as"you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire(the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement(the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.ustforms/CIS.pdf CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: a. PM Construction & Rehab, LLC By: Bac Ong no 131 N. Richey Signature: _I�AI�� IIII II SII II1111 III I� 0 Pasadena, Texas 77506 Title: Senior General Manager 40 END OF SECTION .,t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook-Addendum 3 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176,Local Government Code,by a vendor who Date Received has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1 Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 76.006, Local Government Code.An offense under this section is a misdemeanor. 1 Name of vendor who has a business relationship with local governmental entity. PM Construction&Rehab,LLC 2 n Check this box if you are filing an update to a previously filed questionnaire.(The law requires that you file an updated L _f completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) 21 Name of local government officer about whom the information Is being disclosed. NIA Name of Officer Describe each employment or other business relationship with the local government officer,or a family member of the officer,as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employment or business relationship described. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income,from the vendor? F- Yes FIND B. Is the vendor receiving or likely to receive taxable income,other than investment income,from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? Yes Q No -5J Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director,or holds an �. ownership interest of one percent or more. 6 QCheck this box if the vendor has given the local government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). August 9,2017 Signature of vendor doing business with the governmental entity Date Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT .. (Instructions ft and filing this form are provided on the nex This questionnaire reflects changes made to the law by H.B. 23,84th Leg., Regular Session. OFFICE USE ONLY This is the notice to the appropriate local governmental entity that the following local -^ government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176,Local Government Code. Name of Local Government Officer Nf'A 2 1 Office Held N A 3 Name of vendor described by Sections 176.001(7)and 176.003(a), Local Government Code PM Construction&Rehab,LLC 4 Description of the nature and extent of each employment or other business relationship and each family relationship with vendor named in item 3. None 5 List gifts accepted by the local government officer and any family member, if aggregate value of the gifts accepted .» from vendor named in Item 3 exceeds$100 during the 12-month period described by Section 176.003(a)(2)(B). Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) 6 AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to each family member(as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 76.003(a)(2;(B),Local Government Code. Signature of Local Government Officer AFFIX NOl'ARY STAMP SEAL ABOVE Sworn to and subscribed before me,by the said day of 20 to certify which,witness my hand and seal of of'ice. Signature of officer administering oath Printed name of officer administering oath Title .a' administering oath Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 Am 0041 00 BID FORM oft Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street ,.� City of Fort Worth, Texas 76102 FOR: Marine Creek Interceptor Improvements-Phase I (Sanitary Sewer Replacement-Part II) [Boat Club Rd./Robertson Rd.to Cromwell Marine Creek Rd./Bowman Roberts Rd. ] City Project No.: 02223 Units/Sections: Unit/Section Narrle Here or Space am Ur Section.Name Here or Space UnitJSection Name Here or Space UOU'Section Name Here or Space` , Oft 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. I� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook AA111A 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 +ew Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Sewer Bypass Pumping, 18-inches and smaller b. CCTV, 24-inches and smaller c. Sewer Interceptors, Urban/Renewal, 24-inches and smaller d. Sewer Pipe Enlargement,24-inches and smaller e. Sewer Cleaning, 24-inches and smaller f. Asphalt/Concrete Paving Construction/Reconstruction (Less than 15,000 SY) .r 4. Time of Completion rrr 4.1 The Work will be complete for Final Acceptance within 250 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 rr 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook rrA 00 41 00 BID FORM Page 3 of 3 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. 6.3. Evaluation of Alternate Bid Items Base Bid+Alternate A $1,647,623.00 Basie Bid+Alternate B $1,681,223.00 7. Bid Submittal This Bid is submitted on August 9,2017 by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial Jollowin Addenda: By: sAd urn No. 1: 7-21-2017 (Signature) jAddendum No. 2: 8-2-2017 Addendurn No. 3: B-4-2017 .ft Bac Ong ,Addendum No. 4: (Printed Name) i an Title: Senior General Manager Company: PM Construction&Rehab, LLC Corporate Seal: Address: 131 N. Richey Pasadena, Texas 77506 State of Incorporation: N/A Email: bong(Dteamipr.com rw Phone: 832-252-4800 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Bid Pmnmsal Workbook Addendum 3 revised 00 42 43 BID PROPOSAL Page I of 10 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Item No Description Specification Section Unit of Bid Unit Price Bid Value No. Measure Quantity 1 15"to 21"Pipe Enlargement 3331 23 LF 4150 $160.00 $664,000.00 21 Sewer Pipe(Open-Cut) 33 11 10, 33 31 13. 2 33 31 20,33 31 21 LF 1550 w $180.00 $279,000.00 3 21 Sewer Pipe,Point Repair 3331 22,3331 23 LF 180 $1.0O =;';�.n OD 4 4"Sender SeniicP. f2vconnrYr inn 33 31 50 33 31 23 EA 1 S750 GC,, 57r:d)00 5 8 r .._ ,i:: I r,r.:, .rt _.. ______ 33 31_5O,33-3-1 23 EA 4 y'.250.00 Qi'i1.00 6 1t :,:,;=r or r ;:Lon 33 31 50,33 31 23 EA 1 S .Fi!,0 CC S1 `50.00 7� 15l-wfIr rdr I ?cor,nr,r.:t on 33 31 50,33 31 23 EA 2 $2,850-DD `. _'00.00 �y 8 4'Dia. Drop Ivlanh(A 3j_39 10,33 39 20 EA 5 $15.15o.00 S 711:'5 .00 9 Epoxy Manhole Liner i•Spectr:Shieldl 33 39 60 VF 60 $225.00 Sl 500.00 1. 10 4'Extra Depth Manhoie 3339 10,33 39 20 VF 75 $825.00 $61.;575 00 11 Concrr,tlt Collar 33 05 17 EA 19 $425.00 S'i C 5.00 4ft 12 Manhole Vacuum Testing 33 01 30 EA 20 $225.00 S4 w::)ii.00 13 Bypass Pumping 3303 10 LS 1 $140,000.00 00 14 Concrete Fncase Sewer Pipe 03 30 00 CY 50 $195.00 59 i")0.00 15 Exploratory Excavation of Existing Utilities 33 05 30 EA 22 $1,150.00 S2P 1;)0,00 16 Trench Safety 3305 10 LF 1550 S t f:•0 S? 325.00 17 Utility Markers 33 05 26 LS 1 $1,500.00 S t 18 Trench Water Stops 3305 15 EA 1 $1,500.00 51.500.00 19 Pre-CCTV Inspection 3301 31 LF 5700 $4.75 $27,075.00 20 Post-CCN Inspection 33 01 31 LF 5700 $3.00 $17,100.00 21 15"Sewer Abandonment Plug 0241 14 EA 4 $650.00 $2,600.00 22 15"Sewer Line Grouting 0241 14 CY 75 $200.00 $15,000.00 23 Remove 4'Seaver Manhole 0241 14 EA 17 $950.00 $16,150.00 24 Remove 4"Sewer Line 0241 14 LF 500 51.00 $500.00 25 Remove and Reinstall Fence 0241 13 LF 760 $1.00 5760.00 26 4 Wide Asphalt Pvmt Repair.Arterial 3201 17 LF 150 $1.00 $150.00 Am 27 Asphalt Pvmt Repair,Sewer Service 3301 17 LF 280 $1.00 $280.00 28 Concrete Pvmt Repair, Residential 3201 29SY 130 $1.00 5130M29 30"RCP.Class 111 33 41 10 ..... .. LF 40 $1.00 $40 00 30 36"RCP,Class III 3341 10 LF 40 51.00 $40.00 31 60"RCP Class III 3341 10 LF 40 51.00 $40.00 32 36"Flared Headwall. 1 pipe 334940 EA 2 S1 00 $2.00 E 33 60"Flared Headwall. 1 pipe 33 _ __. ___.A 1 51.00 $1.00 49 40 34 SWPPP> 1 acre _ 31 2500 _ LS 1 512 500.00 5" 500.00 35 Traffic Control 34771'i4 MO 4 S3 SCc 00 S'1n MX 00 36 Portable MessageSt3471 13 WK 1 h S5,1t% 00 $8,000 00 g_n _....... 37 Construction Staking 01 71 23 LS 1 S3 ;7;)(;.00 $3,OOC 00 38 Construction GPS As-built 01 7839 LS S? 00 $3,000.00 00 39 Allowance LS 1 $75,000.00 $75,000.00 Base Bid=$1,495,723.00 .fir 11111111I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Rocised 20120120 00 41 00_0143 13_00 42 43_0143 37_00 45 12_00 35 13 Bid Proposal Workbook db om 00 42 43 BID PROPOSAL so Page 2 of 10 SECTION 00 42 43 PROPOSAL FORM aft UNIT PRICE BID Bidder's Application go Project Item Information Bidders Proposal Item No. Description Specification Section Unit of Bid Unit Price Bid Value No. Measure Quantity an Alternate A 1 Install Shallow 4-ft Dia.Conc.MH w/ 33 39 10,33 39 20 EA Spectrashield and Conc.Collar 14 $10,850.00 $151,900.00 ram Alternate A Subtotal= $151,900.00 Alternate B Install Armorock 4-ft Dia.Polymer MH 33 39 10,33 39 20 1 &Special Specs EA 14 $13,250.00 $185,500.00 t� Alternate B Subtotal= $185,500.00 Base Bid+Alternate A Subtotal: $1,647,623.00 1tir. Base Bid+Alternate B Subtotal: $1,681,223.00 A A'ote The City reserves the right to select the lowest responsible bids of the subtotals of Base Bid Alternate A or Base Bid Alternate B. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 211120120 (10 41 tN)_(N)43 13_00 42 43_00 43 37_00 45 12_00 33 13—Brd Proposal Workbook Eft w 00 43 13 BIO BOND Page 1 of 1 SECTION 00 43 13 .r BID BOND KNOW ALL BY THESE PRESENTS: That we,(Bidder Name) PM Construction&Rehab, LLC hereinafter called the Principal, and(Surety Name) Arch Insurance Company a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surely, r are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid and No/100 Dollars ($ 5% .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 w 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 Marine Creek Interceptor Improvements-Phase I (Sanitary Sewer Replacement-Part 11) [Boat Club Rd./Robertson Rd. to Cromwell Marine Creek Rd./Bowman Roberts Rd,] 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 rw 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. rd► SIGNED this 28th day of July ,2017. By: PM Construction&Rehab, LLC —San.nC GMKa.[ t�loin c� 6" o^.!, (Signature and Title of Nincipai) art "By: Arch Insurance Company VierOrta"Parkerson (Signature of Attomey-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 y Form Revised 20110627 Fort Worth-Marine Creek Part II Bid bond of AIC 0000214287 THIS POWER OF ATTORNEY IS NOT VALID UNLESS ITIS PRINTED ON BLUE BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except ikthe, manner and to the extent herein stated. Not valid for Mortgage, Note, Loan, Letter of Credit, Bank Depostt,'C&iAw#cy Rate, Interest Rate or Residential Value Guarantees, MM POWER OF ATTORNEY KnowAulitoneigy These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City,New Jersey(hereinafter referred to as the"Company")does hereby appoint: r.. �.-MOM ilo k7'F a Muratori,JMarion R.=Vak Russell M. Canterbury and 1 fsartte ott � (EACH) «: its true and lawful Attomey(s)in-Fact,to make,execute,seal,and deliver from the date of issuance of this power for and on its behalf as surety,and as,its act and deed: =�uW=a ndertakings,recognizances and other surety obligations,to the penal "70f mceeding ;;;t�tT r5olars($90,000.000.00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. mcftil ch bonds, undertMi€ cogW4�-nqqQ-s and other surety obligations in pursuance ofthese ttta.,.,f h tAd;' -q6' rrtr bin a =the aid Company l a_ : td%ll intents and purposes, as if ]he same had bee executed tom= �acknowledged by its regularly elects cers at its principal administrative office in Jersey City,New Jersey. - This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company ► cn SeRWMbe%M, 2011, true and accurate copies of which are hereinafter set forth W4-areAereby certified to by the unders�ed :kretary aas tsW g in full force and effect: �TE"harthe Chairman of the Board, the President,or the Executiv6Vi€ Presiderst;briny;yen'. Vice Pret o-fhe ty- Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and— dlfser �e oal motions obligatory in the nature therepf,and any such officers of the Company may appoint agent ,aWeptd pfM This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on September 15,2011: VOTED,That the=signature of the Chairman of the Board,the President,or the Executive Vice President,or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the sigriwiW -of1ha=z tw Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile_..on any power of attorney-br bZwrd executed pursuant to the resolution adopted by the Board of Directors on September 15, 201 and any such power so executed, sealed and certified with respect to any bond or undertaking to which , is attached,, shall continue to be valid and binding upon the Company pany. 01b w OOML0013 00 03 03 Page 1 of 2 Printed in U.S.A. AIC 0000214287 In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers,this 18'"day of April,2017. w► Attested and Certified Arch Insurance Company � O w warcMnre d lSm in Patrick K.Nails,Secretary David M. 5NRTe Isce;n, Executive Vice President .r STATE OF PENNSYLVANIA SS Mts>F4us� COUNTY OF PHILADELPHIA SS nr I, Helen Szafran, a Notary Public, do hereby certify that Patrick K. Nails and David M. Finkelstein personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri,subscribed to the foregoing instrument,appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth, o"0?-;wEAt.'n+aPrPxKN15nvAN1A NOTARX SEAL. HELErl MFNW,Efc+wt Pink . dO. Cityy of fib'"a 'phi a,pNia ccunty Ph Ccar�rs cn E Ir$s Uctr 3. J t 7 `il t /t ...r_ I-Ie:en Szafrar.,N. tary Rubti My commission expires 10/03/2017 No CERTIFICATION 1,Patrick K. Nails,Secretary of the Arch Insurance Company,do hereby certify that the attached Power of Attorney dated April 18.2017 +� on behalf of the person(s)as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said David M. Finkelstein, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this-2L"I— day of ow Patrick K.Nails,Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance—Surety Division 3 Parkway,Suite 1500 � '� � Philadelphia,PA 19102 .L; SXlt1tMATE '� SEAL 19nlie OOMLOO13 00 03 03 Page 2 of 2 Printed in U.S.A. M Texas Department of Insurance Oft C:ertificatc Xo, 13253 company No. o a-o 9 l 9 2 z Cetifficate of Authority 7M is TO CERTIFY THAT ARCH INSUPANCr COMPANY �. KANSAS CITY, MISSOURI baes complied with the lam of tine State of TvAs applicable duteto and is beteby aathad-ted to nuaect the butincsa of Fire; Allied Cov+er&gest Hail -growing crops only; Raint IElatid Marine; Ocean Marine; AircraCL- -Liability & Physical. Oamtspe; Accident; Health: *� Workers, Cormptneation A mnployers' Liability; Employers, Liability: Automobile•-LiabIlit.y & Physical Damage; Liability other than +a► Automobile; Fidelity & Surety, Gla,ee; Burglary & Theft; Forgeryi Boiler & Machinery; Credit, Livestock aad Reinsurance on all lines sr authorized to be written on a direct basics insumacc within the ,true of T—c Thia Cenificatc of Authority shall be in M force aril eYkot until it is moked,canceled or nuspanded L=rdiug to law. IN TF.ST1MCtNY WHE WOF,wimaae my#umd aad anal of office ac Ausdc,Tana,tis R 21st d, ot november AZti 2002'ilkt, SUBS t4NC3NJ'P.MAY4R C 310NEK OF INSURANCE aY ;'s t CodwiA 3t2 CtC,i Company LIcamiug k Registration """ FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual w Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company •s Post Office Box City State Zip Code Street Address(required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. A+ Federal Employers Identification No. +� DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" r 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION on The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block I and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than$6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60—inches,and 350 LF or less Tunneling-36-Inches—60—inches,and greater than 350 LF Tunneling—66"and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission,Development, 24-inches and smaller Water Transmission,Urban/Renewal, 24-inches and smaller Water Transmission,Development,42-inches and smaller Water Transmission, Urban/Renewal,42-inches and smaller Water Transmission, Development,All Sizes Water Transmission, Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP,All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System,Development, 12-inches and smaller Sewer Collection System,Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renewal,42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER) Roadway and Pedestrian Lighting .�r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 r 004513-4 an BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting OR DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER rr 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 1 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED f. CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER R w *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so,where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to .t complete a contract? If so, state the name of the individual,other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual,name of owner and reason. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised December 20,2012 City Project Number 02223 .m l.. IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE AVISO IMPORTANTE ... To obtain information or make a complaint: Para obtener information o para someter una queja: You may call Arch Insurance Group's toll-free Usted puede Ilamar al numero de telefono gratis .. telephone number for information or to make a de Arch Insurance Group para information o complaint at: para someter una queja al: 1-866-413-5550 1.866-013-5550 You may also write to Arch Insurance Group at: Usted tambitn puede escribir a Arch Insurance Group: M. Arch Insurance Group Arch Insurance Group Harborside 3 Harborside 3 210 Hudson Street, Suite 300 210 Hudson Street,Suite 300 *" Jersey City,NJ 07311.1107 Jersey City,NJ 07311-1107 You may contact the Texas Department of Puede comunicarse con el Departamento de -> Insurance to obtain information on companies, Seguros de Texas para obtener informacion coverages, rights or complaints at: acerca de companies, coberturas, derechos o quejas at: ar 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Puede escribir at Departamento de Seguros de Insurance: Texas: P.O. Box 149091 P.O. Box 149091 Austin,TX 78714-9091 Austin,TX 78714-9091 Fax:(512)490-1007 Fax:(512)490-1007 Web:http:/Iwww.tdi.texas.gov Web:http://www.tdi.texas.gov E-mail:ConsumerProtection@tdi.texas.gov E-mall:ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concemiente a su prima o a premium or about a claim you should contact un reclamo, debe comunicarse con el Arch the Arch Insurance Group first. If the dispute Is Insurance Group primero. Si no se resuelve la not resolved, you may contact the Texas disputa, puede entonces comunicarse con el Department of Insurance. departamento(TDI). ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es This notice is for information only and does not solo para proposito de informacion y no se ++ become a part or condition of the attached convierte en parte o condicion del documento document. adjunto. 00 ML0042 44 04 16 Page 1 of 1 ar AI11 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 14 of 16 SECTION 00 43 37 oil 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 our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: PM Construction&Rehab, LLC By: Bac Ong 131 N. Richey 0 (Signature) Pasadena, Texas 77506 ..� Title: Senior General Manager Date: August s,2017 END OF SECTION Aa CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Workbook-Addendum 3 sw 0045 12 BID FORM Page 15 of 16 SECTION 00 45 12 PREQUALIFICATION STATEMENT r Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s)listed. �r Major Work Type Contractor/Subcontractor Company Name ¢requalification Expiration Date .. Sewer Bypass Pumping, 18- PM Construction &Rehab, LLC 4/30/2018 inches and smaller CCTV,24-inches and smaller DFW Infrastructure 1131/2018 uw► Sewer Interceptors, Urban/Renewal, 24-inches and PM Construction & Rehab, LLC 4130/2018 smaller .w Sewer Pipe Enlargement,24- PM Construction&Rehab, LLC 4/30/2018 inches and smaller The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: PM Construction&Rehab, LLC By: Bac Ong 131 N. Richey , � U `Y ,��' 0 (Signature) Pasadena,Texas 77506 .� Title: Senior General Manager Date: August 9,2017 END OF SECTION ..w CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook-Addendum 3 sr 004511 - I w BIDDERS PREQUALIFICATIONS Page I of 3 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 Lim 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s) listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 00 11 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings �+ 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/and fill out the 30 application to apply for your Texas tax ID. ., 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification.These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements .� 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. 4.i CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July] 2011 City Project Number 02223 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United iw 16 States of America.This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion,or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. " 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current 26 liabilities)by a factor of 10.Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Pregualification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects.Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of r. 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject,suspend,or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1 2011 City Project Number 02223 .rw 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid �.. 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 *� 8 END OF SECTION 9 rr r�1 i=1 a' 't CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July I,2011 City Project Number 02223 �'l w 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 .. 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? w If so,when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal r. materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS w w 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. �* 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT �.t NAME OFFICE EXPERIENCE WORK CAPACITY .e ,.. 13. If any owner,officer,director,or stockholder of your firm is an employee of the City,or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner,officer,stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition.This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 .R CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited,or registered limited liability partnership? Vice Presidents File No.(if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) .s Treasurer LIMITED LIABILITY COMPANY BLOCK w� If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles,if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which �. grants this authority. ■w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 17 Revised December 20,2012 City Project Number 02223 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ �w► TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE aw 1 2 3 ,w 4 5 6 ""• 7 8 9 10 it 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ■• 30 Various- am TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City,by allowing you to show only 30 types of equipment,reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to ww the type of work for which the firm is seeking qualification. In the description include,the manufacturer, model, and general common description of each. on CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 r� 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given;that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information,while this statement is in force,necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the ,■, said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: .0 Signature: w, Sworn to before me this day of , .. Notary Public Notary Public must not be an officer,director,or stockholder or relative thereof. ..s �w r�r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part lI Revised December 20,2012 City Project Number 02223 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 I 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. 02223, Sewer Project No. 59607-070430-CO2223-01787. Contractor further certifies 6 that,pursuant to Texas Labor Code, Section 406.096(b),as amended, it will provide to City its 7 subcontractor's certificates of compliance with worker's compensation coverage. .. g 9 CONTRACTOR: 10 " I 1 PM Construction&Rehab,LLC By: ac Ong 12 Company (Please Print) 13 , 14 131 N.Richey Signature: 15 Address 16 17 Pasadena,Texas 77506 Title: Senior General Manager .. 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF GAFF HARRIS § ,s 24 25 BEFORE ME,the undersigned authority, on this day personally appeared 26 Bac Ong ,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 Senior General Manger for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 +• 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 9th day of 32 Amst ,2017 33 w. 34A/4 35 `i���tutntrrrll��� 36 ```�� t1NE S�lz`'�. Notary Public in and for the State of Texas �.�O�pRY�i .wA 37 38 (P END OF SECTION 9rFOF-Te IR 39 .y�p I3 10 20 1111111111%ol an me CITY OF FORT WORTI I Marine Creek Interceptor Improvements —Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement-Part 11 Revised July 1,2011 City Project Number 02223 w 00 45 40-1 Minority Business Enterprise Specifications Page I of 2 .w 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 APPLICATION OF POLICY ..t 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. 12 MBE PROJECT GOALS 13 The City's MBE goal on this project is 6%of the total bid value of the contract (Base bid applies to Parks 14 and Community Services). 15 16 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 17 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 21 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 22 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 23 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or Me 24 3. Good Faith Effort documentation,or; 25 4. Prime Waiver documentation. 26 27 SUBMITTAL OF REQUIRED DOCUMENTATION 28 The applicable documents must be received by the Purchasing Divisinn within the (' llo%�inu times 29 allocated. in order for the entire hid to be considered responsive to the �,pcciticailon-,. The Offeror shall 30 deliver the ',%4BE dOCumentation in person to the appropriate emplo-yee of the purchasing division and .. 31 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the 32 time allocated. A faxed and/or emailed copy will not be accepted. 33 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 MBE participation: 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. 34 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I am STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised lune 9,2015 City Project Number 02223 to 004540-2 Minority Business Enterprise Specifications Mft 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 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 7 Any Questions,Please Contact The NMBE Office at(817)212-2674. 8 END OF SECTION ' 9 10 11 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised lune 9,2015 City Project Number 02223 A 00 52 43-1 Agreement Page 1 of 5 1 SECTION 00 52 43 A� 2 AGREEMENT 3 THIS AGREEMENT,authorized on fi !g / 4- 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, w 5 ("City"), and PM Construction & Rehab, LLC, authorized to do business in Texas, acting by and 6 through its duly authorized representative,("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as w 8 follows: 9 Article 1.WORK .tr 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: w 15 Marine Creek Interceptor Improvements—Phase 1 16 Sanitary Sewer Replacement—Part II 17 Sewer Project No. 59607-070430-CO2223-01787 w 18 City Project No. 02223 19 Article 3. CONTRACT TIME 20 3.1 Time is of the essence. 21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 22 Documents are of the essence to this Contract. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 250 days after the date when the 25 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that City will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 30 General Conditions. The Contractor also recognizes the delays, expense and difficulties 31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 32 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay A 34 City six hundred fitly Dollars ($650) for each day that expires after the time specified in 35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised January 6,2017 City Project Number 02223 ■w rr 005243-2 ON Agreement Page 2 of 5 36 Article 4. CONTRACT PRICE ew 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Six Hundred Eighty One Thousand Two 39 Hundred Twenty Three Dollars($1,681,223.00). ■w 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: aw 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: ., 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non-Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents(project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MBE and/or SBE Commitment F urrn 59 j. Form 1295 Certification No. dog i- o)yq -7q 9. 60 3. General Conditions. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the .., 69 Agreement and, if issued, become an incorporated part of the Contract Documents: f 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 " 6 �wr w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised January 6,2017 City Project Number 02223 wl 005243-3 Agreement Page 3 of 5 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed +■► 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused, in whole or in part, by any act, omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs,expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city,its officers,servants and employees,from and against any and all loss,damage 90 or destruction of property of the city,arising out of,or alleged to arise out of,the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sought were caused, in whole or in part, 95 by any act,omission or negligence of the city. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 100 have the meanings indicated in the General Conditions. .� 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the City. 104 7.3 Successors and Assigns. 105 City and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon CITY and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised January 6,2017 City Project Number 02223 1 .r 00 OR Agrec.4 Page 4 of 117 7.6 Other Provisions. me 118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 119 classified, promulgated and set out by the City, a copy of which is attached hereto and 120 made a part hereof the same as if it were copied verbatim herein. no 121 7.7 Authority to Sign. 122 Contractor shall attach evidence of authority to sign Agreement, if other than duly am 123 authorized signatory of the Contractor. 124 125 taw wu .rr rM rs wrr CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised January 6,2017 City Project Number 02223 as 005243-5 an Agreement Page 5 of 5 126 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple an 127 counterparts. 128 129 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 130 am Contractor:PM Construction&Rehab, LLC City of Fort Wo By: sm Jay Chapa By: kuw"0Assistant City Manag (Signature) A ,m, Date 0 Bac Ong Attest:no (Printed Name) City Se retary (Seal) .•• V Title: Senior General Manager * %A +�* Address: 131 N.Richey ,gyp M&C Date: /I— .r City/State/Zip:Pasadena,TX 77506 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 require (NAME) .w (Title)Se,4;o/- App►ove as to Form and Legality: 9S-6� a� Douglas W. Black r• Assistant City Attorney 131 132 133 APPROVAL RECOMMENDED: 134 135 136 _ 137 Chris Harder,P.E. 138 ASSISTANT DIRECTOR, 139 Water Department 140 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised January 6,2017 City Project Number 02223 1 SECTION 00 61 13 Bond No.SU 1145899 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we,PM Construction&Rehab.LLC,known as"Principal"herein and g Arch 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, One Million Six Hundred Eighty 12 One Thousand Two Hundred Twenty Three and 00/100 Dollars($ /J���,Z Z 3•d� ), 13 lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas for the 14 payment of which sum well and truly to be made,we bind ourselves,our heirs,executors, 15 administrators,successors and assigns,jointly and severally,firmly by these presents. 16 WHEREAS,the Principal has entered into a certain written contract with the City 17 awarded tie day ofI661 ,,20 17,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 Marine Creek Interceptor Improvements 21 Phase I,City Project No.02223,Sewer Project No. 59607-070430-CO2223-01787. 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 Marine Creek Interceptor Improvements-Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 0061 13-2 PERFORMANCE BOND Page 2 of 2 I 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 day of 6u�V0 �th�r- 20 17 . 7 PRINCIPAL: 8 PM ConstxyCtian&Rehab.LI G 9 10 1 I BY: 12 13 ATTEST: 14 15 #ac Ong.Senigr General Manager 16 (Principal)Secretary Name and Title 17 18 Address: 131 N.Richey 19 Pasadena.TX 77506 20 21 22 Itness as to Principal 23 SURETY: 24 Arch Insurance Company 25 26 27 BY: _ 28 Si afore -_ 29 30 Victoria Parkerson,Attorney-iwNct 31 Name and Title 32 33 Address: 3 Parkway,Ste 1500 34 Philadelphia,PA 19102 35 o 36 37 fitness as to Surety Di ne Moraski Telephone Number:„ 215-606 1600 38 _._..__ ....._._._._....,,,._ 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address,both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH Marine Creek Interceptor Improvements Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement-Part IT Revised July 1,2011 City Project Number 02223 0061 14-1 PAYMENT BUND Page]oft 1 SECTION 00 6114 Bond No.SUI 145899 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, PM Construction & Rehab, LLC, known as "Principal" herein, and 8 Arch Insurance Company a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal I I corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of One Million Six Hundred Eighty One Thousand Two Dollars un re wen ree an 13 ($�;1p , . ,Z 3.Od ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County,Texas,for the payment of which sum well and truly be made,we bind ourselves, 15 our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these 16 presents: 17 WHEREAS,Principal has entered into a certain written Contract with City,awarded the tj 18 day of011!!'1 fj�i , 20 17 which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Marine Creek Interceptor Improvements,City Project No.02223, 22 Sewer Project No. 59607-070430-CO2223-01787. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended)in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH Marine Creek interceptor Improvements Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Q Revised July 1,2011 City Project Number 02223 006114-2 PAYMENT BOND Page 2 of 2 t IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this day of 3 Nom er ,20 17 4 PRINCIPAL: PM Coostructipn&Rehab,LLC ATTEST: BY: Signature Baa Ong,&nior General Mana r (Principal)Secretary Name and Title Address: 131 N.Richey Pasadena,,TX 77506 ttness as to Principal SURETY: Arch Insurance Company ATTEST: BY: _ - Signa e Victoria Parkerson,Attorney-in-Fact (Sure S6& Hilda Muratori Name and Title Address: 3 Parkway,Ste 1500 J Philadelphia,PA 19102 Witness as to Surety iane Moraski Telephone Number: 215-606-1600 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 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part R Revised July 1,2011 City Project Number 02223 0061 19-1 MAINTENANCE BOND Page I of 3 1 SECTION 00 61 19 2 Bond No.SU 1145899 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we PM Construction&Rehab,LLC,known as"Principal"herein and 8 Arch 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 the State of Texas known as"City"herein,in the sum One Million Six Hundred Eighty One thousand Two 12 of T usidred Twent�Thxee and 001100 Dollars($ /,,�►$J � 2 Z 3#00 ), 13 lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas,for payment 14 of which sum well and truly be made unto the City and its successors,we bind ourselves,our 15 heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these 16 presents. 17 18 WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 they day ofvdyI o? b e 20L 17 ,which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 21 materials,equipment 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 Marine Creek Interceptor 24 Improvements—Phase I,City Project No.02223,Sewer Project No. 59607-070430-CO2223- 25 01787.and 26 27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 31 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Marine Creek Interceptor Improvements- Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,201 l City Project Number 02223 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work,for which timely notice was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 5 full force and effect. 6 7 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work,it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond;and 11 12 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 14 Worth Division; and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH Marine Creek Interceptor Improvements Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 006119-3 MAINTENANCE BOND Page 3 of 3 I 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 I5t— day of Lil 3 Wveolber _,20 17 . 4 5 PRINCIPAL: 6 PM Qnstraction&MbAh.LLC 7 8 9 BY: 10 Signature 11 ATTEST: 12 13 Bac PM,Senior General Manamer 14 (Principal)Secretary Name and Title 15 16 Address: 131 N.Richey 17 Poamens,TX 77506 18 19 20 6#1tness as to Principal 21 SURETY: 22 Arch Insurance Company 4 23 24 - 25 BY- _ �j 26 Si afore ^`�.,��f'�'�`•= 27 28 Victoria Parkerson,Attorney-in-Fact 29 ATTEST: Name and Title 30 31 Address: 3 Parkway,Ste 1500 32 ( ure y) Hilda Muratori Philadelphia,PA 19102 33 34 35 Witness as to Surety Telephone Number: 215-606-1600 36 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address,both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH Marine Creek Interceptor Improvements-Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 $t�rrt SU IIgSnl Al 0000214463 THIS POWER OF ATTORNEY IS NOT VALID UNLESS ITIS PRINTED ON BLUE BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to the extent herein stated. Not valid for Mortgage, Note, Loan, Letter of Credit, Bank Deposit, Currency Rate, Interest Rate or Residential Value Guarantees. POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City, New Jersey(hereinafter referred to as the"Company")does hereby appoint: Diane Moraski, Hilda Muratori, Jessica Piccirillo, Joann Dombrowski, Marion R. Vail, Russell M. Canterbury and Victoria Parkerson of Farmington,CT(EACH) its true and lawful Attorney(s)in-Fact,to make,execute,seal,and deliver from the date of issuance of this power for and on its behalf as surety,and as its act and deed: Any and all bonds,undertakings,recognizances and other surety obligations, in the penal sum not exceeding Ninety Million Dollars($90.000,200,00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds, undertakings, recognizances and other surety obligations in our0wance of these presentsshall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duty executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City,New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on September 15, 2011, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted ley the unanimous consent of the Board of Directors of the Company on September 15,2011: VOTED,That the signature of the Chairman of the Board,the President, or the Executive Vice President,or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature, of the Secretary, the seat of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on September 15, 2011, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. OOML0013 00 03 03 Page 1 of 2 Printed in U.S.A. AIC 0000214463 In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers,this R!day of April,2017. Attested and Certified Arch Insurance Company C��Y�DtCq CQ quo Patrick K. Nails, Secretary David M. inn-keTstein, Executive Vice President STATE OF PENNSYLVANIA SS v4sold COUNTY OF PHILADELPHIA SS I, Helen Szafran, a Notary Public, do hereby certify that Patrick K. Nails and David M. Finkelstein personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri,subscribed to the foregoing instrument,appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. oMra NwrALjt4 C?PcN1tarrnvar+ra NOTARX SEAL HELEtj S,i;AFRAff,Notary PL"Ic City of Ph6ade',phia,Imo.County Phy C s E ' s 0ctcber17 elen Szafran, N.6tary ubli My commission expires 10/03/2017 CERTIFICATION I, Patrick K. Nails,Secretary of the Arch Insurance Company,do hereby certify that the attached Power of Attorney dated April 18.2017 on behalf of the person(s)as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said David M. Finkelstein, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TES IMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this _day of NOU//n b ,201 , Patrick K. Nails, Secretary This Plowet Df Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authorityto bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance—Surety Division 3 Parkway,Suite 1500D Philadelphia,PA 19102 t* OOMLOO 13 00 03 03 Page 2 of 2 Printed in U.S.A. IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call Arch Insurance Group's toll-free Usted puede Ilamar al numero de telefono gratis telephone number for information or to make a de Arch Insurance Group para informacion o complaint at: para someter una queja al: 1-866-413-5550 1-866-413-5550 You may also write to Arch Insurance Group at: Usted tambien puede escribir a Arch Insurance Group: Arch Insurance Group Arch Insurance Group Harborside 3 Harborside 3 210 Hudson Street, Suite 300 210 Hudson Street, Suite 300 Jersey City, NJ 07311-1107 Jersey City, NJ 07311-1107 You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion coverages, rights or complaints at: acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Puede escribir al Departamento de Seguros de Insurance: Texas: P.O. Box 149091 P.O. Box 149091 Austin, TX 78714-9091 Austin, TX 78714-9091 Fax: (512)490-1007 Fax: (512)490-1007 Web: http://www.tdi.texas.gov Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a premium or about a claim you should contact un reclamo, debe comunicarse con el Arch the Arch Insurance Group first. If the dispute is Insurance Group primero. Si no se resuelve la not resolved, you may contact the Texas disputa, puede entonces comunicarse con el Department of Insurance. departamento(TDI). ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es This notice is for information only and does not solo para proposito de informacion y no se become a part or condition of the attached convierte en parte o condicion del documento document. adjunto. 00 ML0042 44 04 16 Page 1 of 1 POLICY NUMBER: CAD740922104 XIC 411 1013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM AUTO DEALERS COVERAGE FORM A. COVERED AUTOS LIABILITY COVERAGE, Who Is An Insured, is amended to include as an "insured" any person or organization you are required in a written contract to name as an additional insured, but only for"bodily injury" or"property damage" otherwise covered under this policy caused, in whole or in part, by the negligent acts or omissions of: 1 You, while using a covered"auto"; or 2. Any other person, except the additional insured or any employee or agent of the additional insured, operating a covered"auto"with your permission; Provided that: a. The written contract is in effect during the policy period of this policy; b. The written contract was signed by you and executed prior to the"accident' causing "bodily injury" or"property damage"for which liability coverage is sought; and *- C. Such person or organization is an "insured" solely to the extent required by the contract, but in no event if such person or organization is solely negligent. B. The Limits of Insurance provided for the Additional Insured shall not be greater than those required by contract and, in no event shall the Limits of Insurance set forth in this policy be increased by the contract. C. General Conditions, Other Insurance is amended as follows: Any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether such insurance is primary, excess, contingent or on any other basis unless the contract specifically requires that this policy be primary. All terms, conditions, exclusions and limitations of this policy shall apply to the liability coverage provided to any additional insured, and in no event shall such coverage be enlarged or expanded by reason of the contract. .r All other terms and conditions of this policy remain unchanged. XIC 411 1013 ©2013 X.L.America, Inc. All Rights Reserved. Page 1 of 1 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc.,with its permission. POLICY NUMBER: CAD740922104 COMMERCIAL AUTO CA 20 01 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: INLAND PIPE REHABILITATION HOLDING COMPANY, LLC Endorsement Effective Date: April 1 2017 SCHEDULE Insurance Company: Greenwich Insurance Company Policy Number: CAD740922104 Effective Date: April 1 2017 Expiration Date: April 1 2018 Named Insured: INLAND PIPE REHABILITATION HOLDING COMPANY LLC Address: 2002 Timberloch Place, Suite 550 The Woodlands, TX 77380 Additional Insured (Lessor): All Lessors Address: Designation Or Description Of"Leased Autos": All Leased Autos CA 20 01 10 13 C Insurance Services Office, Inc., 2011 Page 1 of 2 Coverages Limit Of Insurance Covered Autos Liability $ 2,000,000 Each "Accident" Actual Cash Value Or Cost Of Repair,Whichever Is Less, Minus Comprehensive $ 1,000 Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair,Whichever Is Less, Minus Collision $ 1,000 Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair,Whichever Is Less, Minus Specified Causes Of Loss $ Deductible For Each Covered "Leased Auto" Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Coverage 2. The insurance covers the interest of the lessor 1. Any "leased auto" designated or described in unless the"loss" results from fraudulent acts or the Schedule will be considered a covered omissions on your part. "auto" you own and not a covered "auto" you 3. If we make any payment to the lessor, we will hire or borrow. obtain his or her rights against any other party. 2. For a "leased auto" designated or described in C. Cancellation the Schedule, the Who Is An Insured 1. If we cancel the policy, we will mail notice to provision under Covered Autos Liability the lessor in accordance with the Cancellation Coverage is changed to include as an Common Policy Condition. insured" the lessor named in the Schedule. However, the lessor is an "insured" only for 2. If you cancel the policy, we will mail notice to "bodily injury" or "property damage" resulting the lessor. from the acts or omissions by: 3. Cancellation ends this agreement. a. You; D. The lessor is not liable for payment of your b. Any of your"employees"or agents; or premiums. c. Any person, except the lessor or any E. Additional Definition "employee"or agent of the lessor, operating As used in this endorsement: a "leased auto" with the permission of any "Leased auto" means an "auto" leased or rented to of the above. you, including any substitute, replacement or extra 3. The coverages provided under this "auto" needed to meet seasonal or other needs, endorsement apply to any "leased auto" under a leasing or rental agreement that requires described in the Schedule until the expiration you to provide direct primary insurance for the date shown in the Schedule, or when the lessor lessor or his or her agent takes possession of the"leased auto",whichever occurs first. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor named in this endorsement for"loss" to a"leased auto Page 2 of 2 0 Insurance Services Office, Inc., 2011 CA 20 01 1013 POLICY NUMBER: CAD740922104 COMMERCIAL AUTO CA 04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless .. modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. _ Named Insured: INLAND PIPE REHABILITATION HOLDING COMPANY LLC Endorsement Effective Date: April 1, 2017 SCHEDULE Name(s)Of Person(s)Or Organization(s): WHERE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT EXECUTED PRIOR TO LOSS(EXCEPT WHERE NOT PERMITTED BY LAW). Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the "loss" under a contract with that person or organization. CA 04 44 10 13 0 Insurance Services Office, Inc., 2011 Page 1 of 1 POLICY NUMBER: CGD740922004 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any Person Or Organization That You Are Required In A Various As Required Per Written Contract Written Contract Or Written Agreement To Include As An Additional Insured Provided The"Bodily Injury" Or "Property Damage"Occurs Subsequent To The Execution Of The Written Contract Or Written Agreement Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section li — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional -- organization(s) shown in the Schedule, but only exclusions apply: with respect to liability for "bodily injury', "property This insurance does not apply to "bodily injury" or damage or personal and advertising injury' "property damage"occurring after: caused, in whole or in part, by: ,.® 1. All work, including materials, parts or '1. Your acts or omissions; or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be performed by or " in the performance of your ongoing operations for on behalf of the additional insured(s) at the the additional insured(s) at the location(s) location of the covered operations has been designated above. completed; or However: 2. That portion of "your work" out of which the 1. The insurance afforded to such additional injury or damage arises has been put to its intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor law; and engaged in performing operations for a 2. If coverage provided to the additional insured is principal as a part of the same project. required by a contract or agreement, the insurance afforded to such additional insured .r will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 10 04 13 0 Insurance Services Office, Inc., 2012 Pagel of 2 C. With respect to the insurance afforded to these 2. Available under the applicable Limits of •- additional insureds, the following is added to Insurance shown in the Declarations; Section III-Limits Of Insurance: whichever is less. If coverage provided to the additional insured is This endorsement shall not increase the required by a contract or agreement, the most we applicable Limits of Insurance shown in the will pay on behalf of the additional insured is the Declarations. amount of insurance: 1. Required by the contract or agreement; or •r ..w w .w .,. Page 2 of 2 C Insurance Services Office, Inc., 2012 CG 20 10 0413 POLICY NUMBER: CGD740922004 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS — This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Or Organization(s) Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION THAT YOU ARE VARIOUS AS REQUIRED PER WRITTEN REQUIRED IN A WRITTEN CONTRACT OR CONTRACT WRITTEN AGREEMENT TO INCLUDE AS AN ADDITIONAL INSURED PROVIDED THE"BODILY INJURY"OR"PROPERTY DAMAGE"OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury' or If coverage provided to the additional insured is "property damage"caused, in whole or in part, by required by a contract or agreement, the most we your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and — included in the "products-completed operations 1. Required by the contract or agreement; or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations; 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured *• is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 C Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: CGD740922004 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: WHERE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT EXECUTED PRIOR TO LOSS(EXCEPT WHERE NOT PERMITTED BY LAW). Information required to complete this Schedule, if not shown above, will be shown in the declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of �- Section IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard" This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 0 Insurance Services Office, Inc., 2008 Page 1 of 1 0 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule WHERE REQUIRED BY WRITTEN AGREEMENT SIGNED PRIOR TO LOSS. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective April 1,2017 Policy No. CWD740921904 Endorsement No. Insured INLAND PIPE REHABILITATION HOLDING COMPANY, LLC Insurance Company Countersigned by XL Specialty Insurance Company WC 00 03 13 (Ed. 4-84) 0 1983 National Council on Compensation Insurance. ON 0061 25-1 so CERTIFICATE OF INSURANCE Page I of 1 r 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 ad 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with standard 7 ACORD Certificate oflnsurance form.] 8 9 r.e 10 ws 11 12 arae 13 14 15 ad 16 aft 17 18 ON 19 20 21 22 23 24 END OF SECTION w t CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I +/R STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1 2011 City Project Number 02223 no STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT r ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 W STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology...................... ........ 1 1.01 Defined Terms............................................................................................................................... l 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......................................................... 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............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions; Reference Points...........................................................................................................l 1 *� 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 ■w "" 6.02 Labor: Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 an 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 an 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 rr 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article 7-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 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections,Tests, and Approvals 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................. 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 w 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 Revision:Febmary2,2016 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 11.01 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 w 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 err Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeMuary2,2016 .. to Article 17—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 an so as r� W 16 0 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 1 of 63 IY ARTICLE 1 –DEFINITIONS AND TERMINOLOGY «.r 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. 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 friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. .� 6. Bic—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). aw 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. 1 I. Buzzsaw–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH •^ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 dw 007200-1 GENERAL CONDITIONS Page 2 of 63 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 Documents—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. w 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 .k 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. r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 3 of 63 irA 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. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 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. CrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 r 00 72 00-1 GENERAL CONDITIONS Page 4 of 63 M 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. Hazardous 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. Hazardous 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 Revision:Feb umy 2,2016 ■A► 007200-1 GENERAL CONDITIONS Page 5 of 63 /SAM 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising .. the Contractor's plan to accomplish the Work within the Contract Time. 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. r► 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. ,may 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) w 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. .rr CITY OF FORT WORTH i1�a STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkry2,2016 /1ft am 007200-1 GENERAL CONDITIONS Page 6 of 63 so 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 i 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. air 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. +rw 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 w 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 r not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through 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: x CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200-1 GENERAL CONDITIONS Page 7 of 63 Mr 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terns 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 w. 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: r■ 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: w a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or so approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. « D. Furnish, Install, Perform, Provide: rw► 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. so ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents on 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 r furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed OR 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. Ok CITY OF FORT WORTH oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 (107200-1 GENERAL CONDITIONS Page 3 of 63 ur 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 w 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 Revision:FetxuaryZ2016 007200-1 GENERAL CONDITIONS Page 9 of 63 i.� 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 err 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 CrrY OF FORT WORTH w� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 on 00 72 00-1 GENERAL CONDITIONS Page 10 of63 so 6.17.A) until an amendment or supplement to the Contract Documents has been issued by so 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 am discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: .� 1. 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. 1n 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 't 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: .r 1. A Field Order; so 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. me 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 Revision.Febmary2,2016 007200-1 GENERAL CONDITIONS Page 1 I of 63 w 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 O,„ 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 s 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. +.r 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 of Lands 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 perfonning 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February Z,2016 AW 007200-1 GENERAL CONDITIONS Page 12 of 63 ■b 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: I. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnory2,2016 b .. 00 72 00-1 GENERAL CONDITIONS Page 13 of 63 oft 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: 1. 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 err 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. 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 Ak CITY OF FORT WORTH .ISM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fd urary2,2016 Am 007200-1 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 am 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 aftbe 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 Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. 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 Revision FebruaryZ2016 ; 6 t 00 72 00-I 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 so corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any p.r 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 w 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 ob performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold ft 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 4k responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own 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 wig STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 A 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE S—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 terminated 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 WORTH rrr� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 p 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 A Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. as 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 04 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 rw 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 nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy 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 .s 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, .r 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 Revision:Febnoy 2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 •w 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-conformance with the Contract Documents, the City shall so notify the Contractor in writing ar„ 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 perform 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 WORTHR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnjmy2,2016 007200-1 GENERAL CONDITIONS Page 20 of 63 wA 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 .r 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 communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. •. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febi my 2,2016 00 72 00-1 GENERAL CONDITIONS Page 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. r• 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 Time 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: If in City's sole discretion an item of material or equipment proposed by " Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 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; Pik CITY OF FORT WORTH err STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. w 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 01 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 tl design; b) be similar in substance to that specified; I' 11 c) be suited to the same use as that specified; and 2) will state: f a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; Ou 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; p CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision.Febnrvy2,2016 007200-i GENERAL CONDITIONS ° Page 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, r. 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. City'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 indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. rr 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 *o 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 ow substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or w "or-equal"at Contractor's expense. IN CITY OF FORT WORTH IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary2,2016 wr 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City 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 files 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 am 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. rs 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 OR Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. 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 pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. 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 City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 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 determination of the violation. CITY OF FORT WORTH IAb STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 w 007200-1 GENERAL CONDITIONS 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 A 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 11 th 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 .r 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. r. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited .� to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary 2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. .. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits 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.B. 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 permits the City will obtain if required: 1. Texas Department of Transportation Permits 0.10 2. U.S.Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits 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 permits and licenses. 6.10 Laws and Regulations + A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by .. applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH • STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnruyy 2,2016 .. 007200-1 GENERAL CONDITIONS Page 28 of 63 ,f4 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 Taxes 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: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711; or .. 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.htmi 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or .•• 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 SPECIFICATION DOCUMENTS Revision:Febimy2,2016 " # 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, 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 permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 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. ON 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety +.a 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 >r. CITY OF FORT WORTH A► STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Pale 30 of 63 rir 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. .R 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdwuary2,2016 am 007200-1 GENERAL CONDITIONS Page 31 of 63 aft 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 an required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. OR 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. la 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, OR 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. MR 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. im 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, Ok 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. nft 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 ON 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 m. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 oft 007200-1 GENERAL CONDITIONS Page 32 of 63 am 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 h � at the sole expense and responsibility of Contractor. C. City's Review: l 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 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of .. Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH �t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuaiy2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 �ilfl 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 r. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 /1 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT I 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 w 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. r� 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 Revision:February 2,2016 r� on 007200-1 GENERAL CONDITIONS Page 35 of 63 oft 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 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE .. 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable iWo or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ■• CITY OF FORT WORTH a..� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrmy 2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 on 7.02 Coordination A. If City intends to contract with others for the performance 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. w 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due .. 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 +M 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnruy2,2016 007200-1 GENERAL CONDITIONS Page 37 of 63 0M 8.07 Limitations on City's Responsibilities err 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 4M 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. on 8.08 Undisclosed Hazardous Environmental Condition .. City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. Im 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable ,,.. requirements of Contractor's safety programs of which City has been infonned pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager 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 Robert Sauceda, ' P.E., or his/her successor pursuant to written notification from the Director of the Water Department. 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 WORTH wr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febr my2,2016 .n 007200-1 GENERAL CONDITIONS Page 38 of63 an 9.03 Authorized Variations in Work MW 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 Revision:FebnoyZ2016 w 007200-1 GENERAL CONDITIONS 9 Page 39 of 63 r� 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 Change Orders .r A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) 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 A 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 w STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnory2,2016 rr� 00 72 00-1 GENERAL CONDITIONS Page 40 of 63 7 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. 7 B. Notice: I 1. Written notice stating the general nature of each Contract Claim shall be delivered by the +rr 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 AM 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 .w 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 Revision.Febnrary2,2016 w am 00 72 00-1 GENERAL CONDITIONS Page 41 of 63 ON 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 am action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not Oft submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS r.. 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 11.01.13, 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 Oft 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 oft such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. fm CITY OF FORT WORTH awn STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 am 007200-1 GENERAL CONDITIONS Page 42 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. r" 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. .r 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. w CITY OF FORT WORTH rr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetxuary 2,2016 007200-1 GENERAL CONDITIONS Page 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 11.0l.A.1 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. r. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.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 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all r. 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 Allowances: 1. Contractor agrees that: .. CITY OF FORT WORTH wr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 s.rs Am 00 72 00-1 GENERAL CONDITIONS Pale 44 of 63 aft 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. Contingency 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 .R 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 SPECIFICATION DOCUMENTS Revision Febnrary2,2016 007200-1 GENERAL CONDITIONS Page 45 of 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. „r, 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 *r• 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. rr 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. nr CITY OF FORT WORTH am STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 am 00 72 00-I bb 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 r" 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 11.01) 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 .r 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 11.0 l.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 11.01.A.4 and 11.01.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 12.0l.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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision Febnoy2,2016 rw� 00 72 00-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.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 11.01.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 of 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 WORTHS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnnny2,2016 Or 007200-I GENERAL CONDITIONS Page 48 of 63 am ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF ■r DEFECTIVE WORK 13.01 Notice of Defects 'o 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. on 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will go 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. an 13.03 Tests and Inspections am 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 4W 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 City. 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. r. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 SII .r 007200-1 GENERAL CONDITIONS Page 49 of 63 ■w 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. OR 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. oft 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 a� 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 May Stop the Work �•• If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH +w STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 rr 007200-1 GENERAL CONDITIONS Page 50 of 63 go Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of me any of them. 13.06 Correction or Removal of Defective Work ow 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. an 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 an 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 terns 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) w i 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnory 2,2016 P 007200-1 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. rs 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 Revision:February 2,2016 om 007200-1 GENERAL CONDITIONS Page 52 of 63 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. .w 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 Aft 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. no 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. an CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 rr� r. 007200-1 GENERAL CONDITIONS Page 53 of 63 ON B. Review of Applications: an 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 aw. 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: rw 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 007200-1 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 r will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. 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. I CITY OF FORT WORTH w STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrary 2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 00 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 �r 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 r. 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 rww 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 a++� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwary2,2016 ,s 007200-1 GENERAL CONDITIONS Page 56 of 63 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. AM 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, r„ 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 Revision:FdxuaryZ2016 ww 007200-1 GENERAL CONDITIONS Page 57 of 63 oft 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 r.. 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 u. 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. .rs 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 rr 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. rr CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 wr 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminale 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 me 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 #20020-12-2011 established under Paragraph 6.06.13); 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 Revision:Felxuaty2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 oft obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. .r 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 so 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 am 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, 00 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 I` 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 on 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. oft 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 04 law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor pa 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. r� 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. OR CITY OF FORT WORTH wr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 wn Am 00 72 00-1 GENERAL CONDITIONS Page 60 of 63 00 15.03 City May Terminate For Convenience am 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: .k 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 tenninated 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. .r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 rs 007200-1 GENERAL CONDITIONS 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 .r 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 awr 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 r. 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 r.. 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 w.R 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.D shall become final and binding 30 days after termination of the mediation unless,within that time period,City or Contractor: CITY OF FORT WORTH w�u STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnzvy 2,2016 007200-1 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 .rw 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. w 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 Revision:February 2,2016 s ow 00 72 00-1 GENERAL CONDITIONS Page 63 of 63 IN 17.04 Survival of Obligations as 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 aw 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 WORTH am STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary 2,2016 on . s 00 73 00-1 SUPPLEMENTARY CONDITIONS Page I of 7 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 .r 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-4.01A 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.1.,"Availability of Lands" ..� 34 35 The following is a list of known outstanding right-of-way,easements,and/or temporary rights-of-entry to 36 be acquired,if any as August 16,2017. .,' 37 38 Outstanding Temporary Rights-Of- ntto Be Acquired DESCRIPTION OWNER TARGET DATE OF POSSESSION .�a Tracts IB I C 2C International Union of Operating Engineers#178 James H Conwill Survey Abs 343 (13202040614) Lot 23X,Block I James H Conwill Survey Abs 343 William E.Conwill Survey Abs 342 The Trails of Marine Creek Prior to Construction CAB.A SL.9828 Lot 24X,Block I D205015551 P.R.T.C.T. William E.Conwill Survey Abs 342 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised January 22,2016 City Project Number 02223 PK 007300-2 SUPPLEMENTARY CONDITIONS am Page 2 of 7 DESCRIPTION OWNER TARGET DATE OF POSSESSION Tract 1F and Tract I VLMC Inc. A.S.Roberts Survey A-1262 and (D216177192) William E.Conwell Survey A-342 Prior to Construction "' Tract 5A01 Oncor Electric Delivery Co.LLC A.S.Roberts Survey A-1262 (13153070229) 1 r.. 2 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 3 and do not bind the City. 4 5 If Contractor considers the final easements provided to differ materially from the representations on the ,w 6 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 7 notify City in writing associated with the differing easement line locations. 8 9 SC-4.01A.2,"Availability of Lands" 10 11 Utilities or obstructions to be removed,adjusted,and/or relocated 12 13 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 14 as of August 16,2017. 15 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None. �_.. ----.._.........._._..__................... .- wr�r 16 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 17 and do not bind the City. 18 oft 19 SC4.02A.,"Subsurface and Physical Conditions" 20 21 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 22 23 A Geotechnical Report No.2390-17-01 dated April 20,2017 prepared by CMJ Engineering a sub- 24 consultant of HDR,a consultant of the City,providing additional information on existing soil conditions. 25 26 The following are drawings of physical conditions in or relating to existing surface and subsurface 27 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 28 29 City of Fort Worth Record Drawings: 30 X-09380—Marine Creek Hills Addition Section I Phase 1,Water PN:57-015122-00,Sewer PN: 54- 31 013115-00,Teague Nall and Perkins Consulting Engineers,08-08-1989 32 X-18534—The Trails of Marine Creek,Water PN:P 162-060162152130,Sewer PN:P172-070172132150, i.. 33 Goodwin and Marshall,Inc.,05-07-2003 34 X-14182—Eagle Mountain Raw Water Pipeline,PN: 77-016004-00,CDM, 10-31-1990 35 X-21468—Eagle Mountain 72"Raw Water Transmission Pipeline,PN:P164-060164052005,Kimley-Horn 36 and Associates,Inc.,01-03-2006 37 X-22962—Eagle Mountain Water Treatment Plant Phase III Expansion,PN:P164-060164052003,CDM, 38 07-11-2005 39 X-15765—Stone Creek Ranch Phase i(Water Line 8),PN: 163-060163015232,Carter&Burgess, 10-19- 40 2004 41 X-18513-Main No.365,PN: 106-13000-797,Carter&Burgess,06-09-1980 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 + Revised January 22,2016 City Project Number 02223 rw 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 7 1 X-18596—Marine Creek Ranch 16"Waterline Extension,PN 022-002-30-13,Edminster Hinshaw Russ 2 and Associates,01-29-2004 3 W-1599—Stone Creek Ranch Phase 111,D.O.E.No.4711,Carter&Burgess,02-10-2006 4 W-1928—Marine Creek Ranch(Sections 5&6),PN:HCC003,Jones&Boyd,Inc.,07-24-2007 5 6 7 8 9 w 10 SC-4.06A.,"Hazardous Environmental Conditions at Site" 11 12 The following are reports and drawings of existing hazardous environmental conditions known to the City: ,rM 13 None. 14 15 SC-5.03A.,"Certificates of Insurance" 16 + 17 The entities listed below are"additional insureds as their interest may appear" including their respective 18 officers,directors,agents and employees. 19 20 (1) City do 21 (2) Consultant: HDR,Inc. 22 (3) Other: None. 23 24 SC-5.04A.,"Contractor's Insurance" 25 26 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 27 coverages for not less than the following amounts or greater where required by laws and regulations: ®A 28 29 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 30 31 Statutory limns 32 Employer's liability 33 $100,000 each accidenvoccwrence 34 $100,000 Disease-each employee 35 $500,000 Disease-policy limit w 36 37 SC-5.04B.,"Contractor's Insurance" 38 39 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 40 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 41 minimum limits of: 42 ^ft 43 $1,000,000 each occurrence 44 S2,000,000 aggregate limit 45 46 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 47 General Aggregate Limits apply separately to each job site. 48 49 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 50 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 51 52 SC 5.04C.,"Contractor's Insurance" 53 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 54 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 55 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I r4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised January 22,2016 City Project Number 02223 r am 007300-4 SUPPLEMENTARY CONDITIONS ob Page 4 of 7 1 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 2 defined as autos owned,hired and non-owned. 3 4 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 5 least: 6 7 $250,000 Bodily Injury per person 8 $500,000 Bodin,Injury per accident 9 $100,000 Property Damage wrww 10 11 SC-5.04D.,"Contractor's Insurance" 12 13 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 14 material deliveries to cross railroad properties and tracks:None. 15 16 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, Or 17 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 18 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 19 Entry Agreement"with the particular railroad company or companies involved,and to this end the 20 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 21 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 22 to the Contractor's use of private and/or construction access roads crossing said railroad company's 23 properties. 24 ar 25 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 26 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 27 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 28 occupy,or touch railroad property: 29 30 (1) General Aggregate: N/A 31 am 32 (2) Each Occurrence: N/A 33 34 Required for this Contract X Not required for this Contract 35 06 36 With respect to the above outlined insurance requirements,the following shall govern: 37 38 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 39 the name of the railroad company. However, if more than one grade separation or at-grade '"" 40 crossing is affected by the Project at entirely separate locations on the line or lines of the same 41 railroad company,separate coverage may be required,each in the amount stated above. 42 oft 43 2. Where more than one railroad company is operating on the same right-of-way or where several 44 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 45 may be required to provide separate insurance policies in the name of each railroad company. 46 47 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 48 railroad company's right-of-way at a location entirely separate from the grade separation or at- 49 grade crossing, insurance coverage for this work must be included in the policy covering the grade 50 separation. 51 52 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 53 way,all such other work may be covered in a single policy for that railroad,even though the work 54 may be at two or more separate locations. 55 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II fir► Revised January 22,2016 City Project Number 02223 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 7 1 No work or activities on a railroad company's property to be performed by the Contractor shall be w 2 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 3 for each railroad company named,as required above. All such insurance must be approved by the City and 4 each affected Railroad Company prior to the Contractor's beginning work. 5 6 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 7 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 8 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 9 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the r. 10 railroad company operating over tracks involved in the Project. 11 12 SC-6.04.,"Project Schedule" r. 13 14 Project schedule shall be tier 3 for the project. 15 16 SC-6.07.,"Wage Rates" + 17 18 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 19 Appendixes: on 20 2013 Prevailing Wage Rates(Heavy and Highway Construction Projects) 21 <Buzzsaw location,Resources/02-Construction Documents/Specifications/Div 00-General 22 Conditions/CFW Wage Rate Table 20080708.pdfl 23 tm 24 SC-6.09.,"Permits and Utilities" 25 26 SC-6.09A.,"Contractor obtained permits and licenses" 27 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: ON 28 None. 29 30 SC-6.09B."City obtained permits and licenses" 31 The following are known permits and/or licenses required by the Contract to be acquired by the City: Am 32 1. United States Army Corps of Engineers(USACE)Nationwide Permit 12 for Utility Lines. 33 2. Texas Commission on Environmental Quality(TCEQ)Domestic Wastewater Permits 34 3. Oncor Transmission License Application for Utility Crossings am 35 36 SC-6.09C."Outstanding permits and licenses" 37 38 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of August 16, 39 2017. 40 41 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION USACE Nationwide Permit 12 for Utility Lines Prior to Construction TCEQ Domestic Wastewater Permits Prior to Construction "" Oncor Electric Delivery Company Transmission License Application September 2017 (NE corner of Boat Club Rd/Robertson Rd 42 43 vc 6.24B.,"Title 3,1-, tCivil-Rights rlet of 1964 as amended' 44 45 46 47 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 �1 Revised January 22,2016 City Project Number 02223 007300-6 SUPPLEMENTARY CONDITIONS rw Pale 6 of 7 1 2 3 , 4 (her-einafteF refers-ed to as the Regulations),whieh are herein ineerper-ated b5'Feferefiee and Made a paA 5 met: 2. Nond*ser-im*nat*on2 The CentFaeteF,with FegaFd to the W@*PeFfE)Fffied by it dWiflg the eentfaet,shall 8 9 ... 10 paf4ieipate e4he reefly in the di56F4HiRati0fi ffehibitad by 49 GFR,seetien 21.5 ef the 11 12 Appendix B efthe Regulations. 1., PON 14 3. Solliekafions Aw ,ineluding PFaeur-ements of Materials and Equipment.,in all 15 16 .� 17GentfaeteF's obligations 18 under-th*s eefltffiet and the Regulations Fe-lative,to nendiser4minmien on the grounds efr-aee,Geier-,e 19 tlatienal Wigi+l. 20 21 4. infoate e..and Reports.!TN r tr-aeteF ti ll ae all : f tier a .*s required by the rre-cvircrzavcv� ir.in,--p"roi'ivc-an--rmvri"r`aciv.r-an�;•cp"rnTTcgciirc 7� 22 , 23 aeeeunts, 24 25 261 .11- —15 OF Fefuses to fur-nish this infer-matien the eentFaeteF shall se OF the 27 Texas Depanment efT-FaflSpeFtatien,as appmpr-ime,and shall set fenh what e&fts it has Ma 28 . 29 30 1 ,.. Texas PepaFtment Of T-FanspeFtatien may deteFFA;ne to be apprepr-We,ineluding,but fiat limited to* ;a 34 35 eemplies,aed •- 36 . 38 39 (6)in evei:y subeeRtFaet,including ffeeWemenv; of materials and leases of equipment,unless exemp 40 41 42 diFeet aS a means efenfeFGiRg SUeh ffeViSiOHS ifieluding SaR660fis feF flen eempiiaflee. 43 ,litigation with a 44 45 46 States to eRteF iW8 SUeh litigation to preteet!he iweFests efthe United States. 47 48 . 49 50 SC-7.02.,"Coordination" 51 52 The individuals or entities listed below have contracts with the CitN for the performance of other work at 53 the Site: Oak 54 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 * Revised January 22,2016 City Project Number 02223 w Aft 007300-7 go SUPPLEMENTARY CONDITIONS Page 7 of 7 Vendor Scope of Work Coordination Authority so None. None. None. d 1 2 3 SC-8.01,"Communications to Contractor" 4 ..r 5 None. 6 7 SC-9.01.,"City's Project Manager" 8 9 The City's Project Manager for this Contract is Robert Sauceda,P.E.or his/her successor pursuant to 10 written notification from the Director of the Water Department. 11 12 SC-13.03C.,"Tests and Inspections" 13 14 None. 15 we 16 SC-16.01C.1,"Methods and Procedures" 17 18 None. 19 an END OF SECTION .o Revision Log DATE NAME SUMMARY OF CHANGE wft 1/22/2016 F. Griffin SC-9.01.., "City's Project Representative"wording changed to City's Project Manager +rr w +r� w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised January 22,2016 City Project Number 02223 01 11 00-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 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 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. Work Covered by Contract Documents .■, 19 1. Work is to include furnishing all labor,materials,and equipment,and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. .n 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in r„ 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in ter. 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places w 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 w r', 01 11 00-2 SUMMARY OF WORK Page 2 of 3 I b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed * 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 04 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements lit 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the Oft 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise,clear all rights-of-way or easements of rr 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants, p,;. 18 lawns,fences,culverts,curbing, and all other types of structures or improvements, 19 to all water,sewer,and gas lines,to all conduits, overhead pole lines,or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. oft 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company, individual, or other,either as owners or occupants, rrr 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission, neglect, or misconduct in the manner or method or .w 31 execution of the Work,or at any time due to defective work,material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to *■ 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 I� Am 01 11 00-3 amSUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] r 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] dft 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 CHANGE 13 wo on Oft an aft Am an CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 so A.. 01 2500-1 SUBSTITUTION PROCEDURES Page] of 4 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". .s 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 Oft 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] we 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General OR 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. 4, 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. w 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike,discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I & STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 01 2500-2 SUBSTITUTION PROCEDURES Page 2 of 4 I b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with I I Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed r. 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents .. 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. ow 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 00 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City .w 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1 2011 City Project Number 02223 AIM 012500-3 go SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. "■ 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section r1ft 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent .w 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 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product,and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 40 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] a. 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] .e 28 PART 3- EXECUTION [NOT USED] .r 29 END OF SECTION 30 OR Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised July 1,2011 City Project Number 02223 r.. oft 012500-4 SUBSTITUTION PROCEDURES oft Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: *` 3 4 TO: 5 PROJECT: DATE: r..� 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 a" 9 10 I 1 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? rr► 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 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 p1"� 37 Signature _Recommended _Recommended 38 as noted 39 rs 40 Firm _Not recommended _Received late 41 Address By 42 Date Ok 43 Date Remarks 44 Telephone 45 46 For Use by h'�Ci oft 47 48 Approved Rejected 49 City Date Ok CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 01 31 19-1 PRECONSTRUCTION MEETING Page 1 of 3 I SECTION 01 31 19 2 PRECONSTRUCTION MEETING d`" 3 PART 1 - GENERAL 4 1.1 SUMMARY ,w 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 Forms and Conditions of the Contract 12 2. Division 1 —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. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the ..t 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 am 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: go 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire "r 38 to invite or the City may request CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised August 17 2012 City Project Number 02223 sw , 01 31 19-2 PRECONSTRUCTION MEETING on Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. r+ 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: oft 9 a. Introduction of Project Personnel 10 b. General Description of Project I 1 c. Status of right-of-way,utility clearances,easements or other pertinent permits a 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 01111 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 I. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing ~` 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification ..s 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards wow 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project .. 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures am 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments .�. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised August 17 2012 City Project Number 02223 ri AM 01 31 19-3 PRECONSTRUCTION MEETING WA Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] r� 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 we DATE NAME SUMMARY OF CHANGE 13 Ar w ar CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised August 17 2012 City Project Number 02223 01 31 20-1 w PROJECT MEETINGS Page I of 3 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART 1 - 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 I —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. Mr 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 •s,r 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. .w 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 tI 01 31 20-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be rte. 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of w„ 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems,conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication,delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress,schedule,during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1.2011 City Project Number 02223 IIAdr 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City r 6 b) Engineer 7 c) Contractor 8 7. Meeting Location r" 9 a. The City will establish a meeting location. 10 1) To the extent practicable,meetings will be held at the Site. 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 END OF SECTION A► 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 .t w ark CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised July 1,2011 City Project Number 02223 Am 01 32 16-1 OR CONSTRUCTION PROGRESS SCHEDULE Page I of 5 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY �r 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 ,rs 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 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 1 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. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 V 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this .. 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: w 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will,after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor. in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which,according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but .. 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties,strikes, unavoidable delays on the part of the City or its 28 representatives,and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 1 46 right to reserve and apportion float time according to the needs of the project. i CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1,2011 City Project Number 02223 Am 01 32 16-5 ter CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 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] PIS 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] w 15 PART 3- EXECUTION [NOT USED] .w 16 END OF SECTION ■, 17 Revision Log DATE NAME SUMMARY OF CHANGE rr 18 r�Y .rr ■r w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July I,2011 City Project Number 02223 Am 01 32 33-1 PRECONSTRUCTION VIDEO Page I o1`2 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART 1 - GENERAL 4 1.1 SUMMARY r. 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 .Aw 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. A% 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS r 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. A. 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] 04 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] orm 33 PART 2- PRODUCTS [NOT USED] Ari CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July I;2011 City Project Number 02223 w r. 01 3300-1 SUBMITTALS Pagel of 8 r 1 SECTION 0133 00 2 SUBMITTALS 3 PART 1- 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 a. 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 rrM 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 +w 29 specified in the individual Work Sections, of the Specifications. 30 b. 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 ur 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised December 20,2012 City Project Number 02223 r� 74, 01 33 00-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 0 1-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical ,Y.r 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop ..� 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements,field construction criteria,materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each AM 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 l. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/Z inches x I 1 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents +� 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I ' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 w 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor trr 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number, page and .. 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details .rM 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List,submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions r 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs A CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 do an 013300-4 SUBMITTALS 0 Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams OR 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended as 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples ++► 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: I 1 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing,as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials, fabrication,and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals Silk 37 b) If Contractor requires more than l hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 00 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies '' 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised December 20,2012 City Project Number 02223 11�► 013300-5 SUBMITTALS Page 5 of 8 I a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data *■ 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 l) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review rr 22 l. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise ,., 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy,for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings,data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code l .. 44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the .r 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 +�4 .. 013300-6 SUBMITTALS 114 Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. oft 3 a) The Contractor may release the equipment or material for manufacture; 4 however,all notations and comments must be incorporated into the 5 final product. 601 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 00 9 resubmittal of the package. 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. r 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor �► 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals rwrs 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City ' 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. +� 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for , 49 manufacture. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 A■ 013300-7 N SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the .�, 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal,appropriately coded,will be returned within 30 Calendar Days w, 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily + 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI"followed by series number,"-xxx",beginning with "01"and + + 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] so 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] „o 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] oo 35 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] ,,■ 37 1.12 WARRANTY [NOT USED] r. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 013300-8 SUBMITTALS ti.l Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 1rr 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson I A.K.8.Working Days modified to Calendar Days 5 �f rte, CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 w 01 35 13-1 SPECIAL PROJECT PROCEDURES Page I of 8 •. 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES +�s 3 PART1 - GENERAL 4 1.1 SUMMARY w 5 A. Section Includes: 6 1. The 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 11 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 rA 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 1 —General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item •w, 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen + CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised December 20,2012 City Project Number 02223 7 01 35 13-2 SPECIAL PROJECT PROCEDURES Q0 Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. *' 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 0^ 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen on 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items ow 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification,unless a date is specifically cited. 19 2. Health and Safety Code,Title 9. Safety, Subtitle A.Public Safety,Chapter 752. 20 High Voltage Overhead Lines. w. 21 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS " 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 0% 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines on 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines(more than 600 volts measured between 35 conductors or between a conductor and the ground)shall be in accordance with 36 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 l 01 35 13-3 SPECIAL PROJECT PROCEDURES E Page 3 of 8 1 a. Notification shall be given to: .. 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers,de-energize the lines, or raise or 8 lower the lines �. 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: " 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites ! 21 on days designated as"AIR POLLUTION WATCH DAYS". j 22 b. Typical Ozone Season 23 1) May I through October 31. r 24 c. Critical Emission Time 25 1) 6:00 a.m.to 10:00 a.m. 26 2. Watch Days +!� 27 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 1 28 with the National Weather Service,will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However,the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour,or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD),diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 r 46 G. Water Department Coordination CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 iI r1l 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 I 1. During the construction of this project,it will be necessary to deactivate, for a 2 period of time,existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use , 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required,coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor + 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front + 22 door of each residence or business that will be impacted by construction.The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e.type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. *" 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 1. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary +•r 48 interruption. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 OR 01 35 13-5 10116 SPECIAL PROJECT PROCEDURES Page 5 of 8 I b. Prepare flyer on the contractor's letterhead and include the following AM 2 information: 3 1) Name of the project 4 2) City Project Number Aft 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers(USACE) 0^ 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required,meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the Oft 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. an 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control t ; 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 w4 i 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 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] w; 11 END OF SECTION 12 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. r 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 sr CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 .. 01 35 13-7 r SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 w 4 5 6 Date: 7 on 8 CPN No. 9 Project Name: 1 o Mapsco Location: ,.>r► 1 I Limits of Construction: 12 13 ,rR 14 15 rw 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 P 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 I w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 w w 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 I EXHIBIT B +� w FORT WORTH DOE no.xxxx Project Meme: 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: M R. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) e� OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) r THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR tri 4 iar CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 wo 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 4 1.1 SUMMARY w 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 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 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. 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 FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 r. 01 4523-2 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 I 1 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. w~. 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 [NOT USED] 27 PART 3- EXECUTION [NOT USED] .r 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July I,2011 City Project Number 02223 asp 01 5000-1 TEMPORARY FACILITIES AND CONTROLS Page I o1`4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - 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 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES w 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. 17 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 1) 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 40 1) Contact City 1 week before water for construction is desired w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1 2011 City Project Number 02223 w W 01 5000-2 TEMPORARY FACILITIES AND CONTROLS rr Page 2 of 4 I d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including ^� 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone I 1 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. .. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. ... 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents r, 45 E. Dust Control CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1 2011 City Project Number 02223 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner .0 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 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 3.1 INSTALLERS [NOT USED] 1;, 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR]/[RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [ots] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] t.t 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES ..r 31 A. Temporary Facilities rr� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 01 5000-4 TEMPORARY FACILITIES AND CONTROLS ■r Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] A 5 3.14 ATTACHMENTS [NOT USED] .,M 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I ow STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 om ill 01 55 26-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 7 Page 1 of 3 I SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY aiw 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: an 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control am 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment Imp 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 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard .. 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control,a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 w� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July I,2011 City Project Number 02223 �r 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL e� Page 2 of 3 l 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit,such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit,such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department,Signs and Markings Division to ^ 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled,contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] a. 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] w 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I as STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 A 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 am Revision Log DATE NAME SUMMARY OF CHANGE 2 w w �r ! 9! 7 7 ! OR CITY OF FORT WORTH Marine Creek Interceptor Improvements-Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement-Part II Revised July 1,2011 City Project Number 02223 ■1R on 01 57 13-1 r� STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans wr 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 I 1 Contract 12 2. Division 1 —General Requirements err 13 3. Section 31 25 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than l acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality:TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 7 4 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 J 1 B. Construction Activities resulting in: 2 1. Less than I acre of disturbance �. 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR 150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting,send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division,(817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit e. 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements _ 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division,(817)392-6088. « 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, .r 39 Environmental Division,(817)392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting,submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I am STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised Julv 1,2011 City Project Number 02223 ON 01 57 13-3 oftSTORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE r 15 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 Am 0158 13-1 an TEMPORARY PROJECT SIGNAGE Page 1 of 3 sm 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE " 3 PART 1 - 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 (011] OWNER-SUPPLIEDPRODUCTS [NOT USED] +�* 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 an 01 58 13-2 TEMPORARY PROJECT SIGNAGE oft Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood,grade A-C(exterior)or better 4 2.3 ACCESSORIES [NOT USED] �r 5 2.4 SOURCE QUALITY CONTROL [NOT USED] w.. 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options . 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD lox] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1,2011 City Project Number 02223 ,aa. 01 58 13-3 an TEMPORARY PROJECT SIGNAGE Page 3 of 3 an 1 Revision Log DATE NAME SUMMARY OF CHANGE we art 2 am an am do no am w w ..a r. on aft CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 .r 016000- 1 am PRODUCT REQUIREMENTS Page 1 of 2 SECTION 01 60 00 2 PRODUCT REQUIREMENTS no 3 PART1 - GENERAL 4 1.1 SUMMARY .o 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List w 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 l —General Requirements .. 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] ■u 14 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 SUBMITTALS/INFORMATIONAL 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 WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 am 016000-2 PRODUCT REQUIREMENTS PM Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] on 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] ro 4 PART 2- PRODUCTS [NOT USED] Oft 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 8 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I Oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised December 20,2012 City Project Number 02223 016600-1 w PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 .. 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 l —General Requirements " 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment «w 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 [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] .r 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 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. w 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. w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part❑ Revised July 1,2011 City Project Number 02223 711 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 0* 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. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1,2011 City Project Number 02223 am r. 016600-3 w PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] on 2 1.12 WARRANTY [NOT USED] ,. 3 PART 2- PRODUCTS [NOT USED] ..r 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] .� 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] am 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] 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 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] .� 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer'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 30 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 as 01 6600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS on Page 4 of 4 Revision Log oft DATE NAME SUMMARY OF CHANGE rrr 1 �r. r■• r• r.r *r oft .no rr an .. ree CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 i yrs 01 70 00-1 MOBILIZATION AND REMOBILIZATION Page I of 6 ® I SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION an 3 PART 1- GENERAL 4 1.1 SUMMARY ON 5 A. Section Includes: 6 1. Mobilization and Demobilization +rr 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 +M 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 .w 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 45 a. Mobilization and Demobilization CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised November 22,2016 City Project Number 02223 irk 01 7000-2 MOBILIZATION AND REMOBILIZATION ww Page 2 of 6 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: w 3 a) Transportation of Contractor's personnel,equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's *+ 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel,equipment, and operating ... 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. •� 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: .. 22 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 23 2. Division l —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the r 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1. Mobilization and Demobilization 36 a. Measure 37 l) This Item will be measured by the lump sum or each as the work 38 progresses. Mobilization is calculated on the base bid only and will not be r. 39 paid for separately on any additive alternate items added to the Contract. 40 2) Demobilization shall be considered subsidiary to the various bid items. 41 b. Payment 42 l) For this Item,the adjusted Contract amount will be calculated as the total 43 Contract amount less the lump sum for mobilization. Mobilization shall be 44 made in partial payments as follows: CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised November 22,2016 City Project Number 02223 an 017000-3 an MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 a) When I%of the adjusted Contract amount for construction Items is 2 earned, 50%of the mobilization lump sum bid or[Insert 'i the maximum 3 ullotiregj%of the total Contract amount,whichever is less,will be paid. 4 b) When 5%of the adjusted Contract amount for construction Items is 5 earned, 75%of the mobilization lump sum bid or[Insert the maximum .. 6 allowed]%of the total Contract amount,whichever is less,will be paid. 7 Previous payments under the Item will be deducted from this amount. 8 c) When 10%of the adjusted Contract amount for construction Items is .w 9 earned, 100%of the mobilization lump sum bid or[Insert the maximurn 10 alloticed]%of the total Contract amount,whichever is less,will be paid. 11 Previous payments under the Item will be deducted from this amount. 12 d)A bid containing a total for"Mobilization"in excess of[Insert 13 maximum allowed/% of total contract shall be considered unbalanced 14 and a cause for consideration of rejection. 15 e)The Lump Sum bid for"Mobilization—Paving/Drainage"shall NOT 16 include any cost or sum for mobilization items associated with 17 water/sewer items. Those costs shall be included in the various 18 water/sewer bid Items. Otherwise the bid Items shall be considered 19 unbalanced and a cause for consideration of rejection. 20 f)The Lump Sum bid for"Mobilization—Paving"shall NOT include 21 any cost or sum for mobilization items associated with drainage items. an 22 Those costs shall be included in the"Mobilization—Drainage"Lump 23 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 24 and a cause for consideration of rejection. 25 g)The Lump Sum bid for"Mobilization—Drainage"shall NOT so 26 include any cost or sum for mobilization items associated with paving 27 items. Those costs shall be included in the"Mobilization—Paving" 28 Lump Sum bid Item. Otherwise the bid Items shall be considered .w 29 unbalanced and a cause for consideration of rejection. 30 2) The work performed and materials furnished for demobilization in 31 accordance with this Item are subsidiary to the various Items bid and no other no 32 compensation will be allowed. 33 1. Mobilization and Demobilization 34 a. Measure 35 1) This item for Water/Sewer improvements is considered subsidiary to the no 36 various Items bid. 37 2) "Mobilization—Paving,""Mobilization—Drainage,"and/or"Mobilization 38 —Paving/Drainage"will be measured by the lump sum or each as the work an 39 progresses. Mobilization is calculated on the base bid only and will not be 40 paid for separately on any additive alternate items added to the Contract. 41 3) Demobilization shall be considered subsidiary to the various bid items. Ow 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 for Water/Sewer improvements are subsidiary to the various Items bid and no 45 other compensation will be allowed. am 46 2) "Mobilization—Paving,""Mobilization—Drainage,"and/or"Mobilization 47 —Paving/Drainage",the adjusted Contract amount will be calculated as the 48 total Contract amount for paving,drainage or paving/drainage improvements Mw 49 less the lump sum for mobilization. Mobilization shall be made in partial 50 payments as follows: CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised November 22,2016 City Project Number 02223 so 01 7000-4 MOBILIZATION AND REMOBILIZATION Irr Page 4 of 6 I a) When I%of the adjusted Contract amount for construction Items is 2 earned, 50%of the mobilization lump sum bid or[Insert r; the maximum on 3 allowed]%of the total paving,drainage, or paving/drainage Contract 4 amount,whichever is less,will be paid. 5 b) When 5%of the adjusted Contract amount for construction Items is .. 6 earned, 75%of the mobilization lump sum bid or,rlr Sc,,-i the rauLvi'r uin 7 allowed/%of the total paving,drainage, or paving/drainage Contract 8 amount,whichever is less, will be paid. Previous payments under the Item 06 9 will be deducted from this amount. 10 c) When 10%of the adjusted Contract amount for construction Items is 11 earned, 100%of the mobilization lump sum bid or[Insert the maximum 12 allowed]%of the total paving,drainage,or paving/drainage Contract 00 13 amount,whichever is less,will be paid. Previous payments under the Item 14 will be deducted from this amount. 15 d)A bid containing a total for"Mobilization"in excess of[Insert am 16 maximum allowed]% of total paving,drainage or paving/drainage 17 contract shall be considered unbalanced and a cause for consideration 18 of rejection. 19 3) The work performed and materials furnished for demobilization in "~ 20 accordance with this Item are subsidiary to the various Items bid and no other 21 compensation will be allowed. 22 2. Remobilization for suspension of Work as specifically required in the Contract 23 Documents 24 a. Measurement 25 1) Measurement for this Item shall be per each remobilization performed. .r 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Specified Remobilization"in accordance with Contract 30 Documents. 31 c. The price shall include: 32 1) Demobilization as described in Section 1.1.A.2.a.1) 33 2) Remobilization as described in Section 1.1.A.2.a.2) 34 d. No payments will be made for standby, idle time,or lost profits associated this 35 Item. 36 3. Remobilization for suspension of Work as required by City 37 a. Measurement and Payment 38 1) This shall be submitted as a Contract Claim in accordance with Article 10 w 39 of Section 00 72 00. 40 2) No payments will be made for standby, idle time,or lost profits associated 41 with this Item. e.� 42 4. Mobilizations and Demobilizations for Miscellaneous Projects 43 a. Measurement 44 1) Measurement for this Item shall be for each Mobilization and 45 Demobilization required by the Contract Documents 46 b. Payment CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised November 22,2016 City Project Number 02223 AMWr 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 1) The Work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be paid for at the unit 3 price per each "Work Order Mobilization"in accordance with Contract 4 Documents. Demobilization shall be considered subsidiary to mobilization 5 and shall not be paid for separately. 6 c. The price shall include: 7 1) Mobilization as described in Section 1.l.A.3.a.1) 8 2) Demobilization as described in Section 1.1.A.3.a.2) 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects w 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 l) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"will be paid for at the unit 18 price per each "Work Order Emergency Mobilization'in accordance with 19 Contract Documents. Demobilization shall be considered subsidiary to 20 mobilization and shall not be paid for separately. 21 c. The price shall include 22 1) Mobilization as described in Section 1.1.A.4.a) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. ww 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS [NOT USED] 29 1.6 INFORMATIONAL SUBMITTALS [NOT USED] r 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] .w 36 PART 2- PRODUCTS [NOT USED] 37 PART 3- EXECUTION [NOT USED] 38 END OF SECTION CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised November 22,2016 City Project Number 02223 17 ON 017000-6 MOBILIZATION AND REMOBILIZATION me Page 6 of 6 1 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen I.2 Price and Payment Procedures-Revised specification,including blue make specification flexible for either subsidiary or paid bid item for>r 2 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised November 22,2016 City Project Number 02223 00 ,r 01 71 23-1 r� CONSTRUCTION STAKING AND SURVEY Page 1 of 4 .. 1 SECTION 01 7123 2 CONSTRUCTION STAKING AND SURVEY «■ 3 PART 1- GENERAL 4 1.1 SUMMARY .. 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey ,f, 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. Construction Staking awn 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment an 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 l) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. "F 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the i 38 State of Texas. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 aft 0171 23-2 CONSTRUCTION STAKING AND SURVEY am Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. OR 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] so 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking o"" 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. ... 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City,a sufficient number of stakes or markings have 17 been lost,destroyed or disturbed,by Contractor's neglect,such that the 18 contracted Work cannot take place,then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey r.► 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains MEW 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that ^" 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features,including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I �rt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 .rf 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection,curvature,etc.(All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults(All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves(Manhole rim and vent pipe) 11 (11) Blow off valves(Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe(each end) 15 b) Storm Sewer ..r 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection,curvature,etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection,curvature,etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and .. 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to .r 29 perform construction survey and to verify control data,including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate " 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe .. 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and �.► 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it,as required. �* 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 7 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 ll 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 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 APPLICATION r. 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] -- 11 3.7 FIELD[oR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP[NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] �. 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION w. 23 Revision Log as DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson r 24 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 01 7423-1 CLEANING Pagel of 4 am 1 SECTION 01 74 23 2 CLEANING `" 3 PART 1- GENERAL 4 1.1 SUMMARY am 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed w 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: 11 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, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES r 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 r 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 24 inspection. 01 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 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. w y� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 1.N 017423-2 CLEANING wt� Page 2 of 4 I 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED IoR] OWNER-SUPPLIEDPRODUCTS [NOT USED] .r► 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. 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] w 13 PART 3- EXECUTION oft 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] No 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 [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] e. 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING NNN 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 r� 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an sm 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July I,2011 City Project Number 02223 ON AM 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. if project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to stone events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the stone. 21 C. Interior Final Cleaning 22 1. Remove grease,mastic,adhesives,dust,dirt, stains,fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 4 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 01 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt,concrete or any other object .. 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to,vaults,manholes, structures, 42 junction boxes and inlets. AM w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised July 1,2011 City Project Number 02223 rrt 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities,and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs,lights,signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION aft 9 Revision Log ON DATE NAME SUMMARY OF CHANGE 10 w r il in iwftr wr CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP "* 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] a► 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 7 w ." Mft CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 01 58 13-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 .. I SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART 1 - GENERAL 4 1.1 SUMMARY .w 5 A. Section Includes: 6 1. Temporary Project Signage Requirements .r 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 [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] * 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria .rt 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1 2011 City Project Number 02223 4 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of%-inch fir plywood,grade A-C(exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] i 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION I1 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options ..� 15 a. Skids 16 b. Posts 17 c. Barricade 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 [NOT USED] on 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] w 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 mo 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE ..A 2 w w on .r so an w an an CITY OF FORT WORTH Marine Creek interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 Am 01 6000-1 PRODUCT REQUIREMENTS ■w Page I of 2 oft 1 SECTION 01 60 00 2 PRODUCT REQUIREMENTS am 3 PART 1 - GENERAL 4 1.1 SUMMARY 0110110 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List no 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: on 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division l —General Requirements an 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] me 14 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 .r 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. r� 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 us 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] rr 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 w so 016000-2 PRODUCT REQUIREMENTS 0M Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 00 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] w+ 4 PART 2— PRODUCTS [NOT USED] a.+ 5 PART 3— EXECUTION [NOT USED] r. 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 8 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 01" STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 Oft M. 01 6600-1 rw PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 ■. I SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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. i 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 [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] .. 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. rr rri CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 pa 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS w 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 00 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. o' 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. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I AN* STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of4 I 1.11 FIELD [SITE] CONDITIONS [NOT USED] r. 2 1.12 WARRANTY [NOT USED] .. 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [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 loe] SITE QUALITY CONTROL .u, 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 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer'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 .r 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] rr 29 END OF SECTION 30 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 nor •a 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS 0e Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 f a. t•� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July I,2011 City Project Number 02223 MA so 01 70 00-1 ON MOBILIZATION AND REMOBILIZATION Page I of 6 a., 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION an 3 PART1 - GENERAL 4 1.1 SUMMARY .rw 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 MR 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 am 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 mo 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 45 a. Mobilization and Demobilization CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised November 22,2016 City Project Number 02223 w aa 017000-2 MOBILIZATION AND REMOBILIZATION on Page 2 of 6 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: so 3 a) Transportation of Contractor's personnel,equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's •• 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel,equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: .. 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements . 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment[Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item .. 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1. Mobilization and Demobilization 36 a. Measure 37 1) This Item will be measured by the lump sum or each as the work 38 progresses. Mobilization is calculated on the base bid only and will not be wa 39 paid for separately on any additive alternate items added to the Contract. 40 2) Demobilization shall be considered subsidiary to the various bid items. 41 b. Payment 42 1) For this Item,the adjusted Contract amount will be calculated as the total 43 Contract amount less the lump sum for mobilization. Mobilization shall be 44 made in partial payments as follows: ..s CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised November 22,2016 City Project Number 02223 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 a) When I%of the adjusted Contract amount for construction Items is ., 2 earned,50%of the mobilization lump sum bid or[Insert !i the maximurn 3 allo�redj%of the total Contract amount,whichever is less,will be paid. 4 b) When 5%of the adjusted Contract amount for construction Items is 5 earned, 75%of the mobilization lump sum bid or[Insert the maximum 6 allowed]%of the total Contract amount,whichever is less,will be paid. 7 Previous payments under the Item will be deducted from this amount. 8 c) When 10%of the adjusted Contract amount for construction Items is 9 earned, 100%of the mobilization lump sum bid or[Insert the maximum 10 allotivedj%of the total Contract amount,whichever is less,will be paid. 11 Previous payments under the Item will be deducted from this amount. r�r 12 d)A bid containing a total for"Mobilization'in excess of[Insert 13 maximum allowed]% of total contract shall be considered unbalanced 14 and a cause for consideration of rejection. 15 e)The Lump Sum bid for"Mobilization—Paving/Drainage"shall NOT 16 include any cost or sum for mobilization items associated with 17 water/sewer items. Those costs shall be included in the various 18 water/sewer bid Items. Otherwise the bid Items shall be considered .ir 19 unbalanced and a cause for consideration of rejection. 20 f)The Lump Sum bid for"Mobilization—Paving"shall NOT include 21 any cost or sum for mobilization items associated with drainage items. 22 Those costs shall be included in the"Mobilization—Drainage"Lump 23 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 24 and a cause for consideration of rejection. 25 g)The Lump Sum bid for"Mobilization—Drainage"shall NOT 26 include any cost or sum for mobilization items associated with paving 27 items. Those costs shall be included in the"Mobilization—Paving" 28 Lump Sum bid Item. Otherwise the bid Items shall be considered .r. 29 unbalanced and a cause for consideration of rejection. 30 2) The work performed and materials furnished for demobilization in 31 accordance with this Item are subsidiary to the various Items bid and no other .s 32 compensation will be allowed. 33 1. Mobilization and Demobilization 34 a. Measure 35 1) This item for Water/Sewer improvements is considered subsidiary to the 36 various Items bid. 37 2) "Mobilization—Paving,""Mobilization—Drainage,"and/or"Mobilization 38 —Paving/Drainage"will be measured by the lump sum or each as the work .r 39 progresses. Mobilization is calculated on the base bid only and will not be 40 paid for separately on any additive alternate items added to the Contract. 41 3) Demobilization shall be considered subsidiary to the various bid items. ..i 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 for Water/Sewer improvements are subsidiary to the various Items bid and no 45 other compensation will be allowed. 46 2) "Mobilization—Paving,""Mobilization—Drainage,"and/or"Mobilization 47 —Paving/Drainage",the adjusted Contract amount will be calculated as the 48 total Contract amount for paving, drainage or paving/drainage improvements .�, 49 less the lump sum for mobilization. Mobilization shall be made in partial 50 payments as follows: CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised November 22,2016 City Project Number 02223 so 01 7000-4 MOBILIZATION AND REMOBILIZATION ow Page 4 of 6 1 a) When 1%of the adjusted Contract amount for construction Items is 2 earned, 50%of the mobilization lump sum bid or[Insert ,,^ the maximum ON 3 allowed]%of the total paving,drainage, or paving/drainage Contract 4 amount,whichever is less, will be paid. 5 b) When 5%of the adjusted Contract amount for construction Items is .. 6 earned, 75%of the mobilization lump sum bid or[Insert the maximum 7 allowed]%of the total paving,drainage, or paving/drainage Contract 8 amount,whichever is less,will be paid. Previous payments under the Item oft 9 will be deducted from this amount. 10 c) When 10%of the adjusted Contract amount for construction Items is 11 earned, 100%of the mobilization lump sum bid or[Insert the maximum 12 alloived]%of the total paving,drainage,or paving/drainage Contract 13 amount,whichever is less,will be paid. Previous payments under the Item 14 will be deducted from this amount. 15 d)A bid containing a total for"Mobilization'in excess of[Insert .�. 16 maximum allowed]% of total paving,drainage or paving/drainage 17 contract shall be considered unbalanced and a cause for consideration 18 of rejection. 19 3) The work performed and materials furnished for demobilization in 20 accordance with this Item are subsidiary to the various Items bid and no other 21 compensation will be allowed. 22 2. Remobilization for suspension of Work as specifically required in the Contract 23 Documents 24 a. Measurement 25 1) Measurement for this Item shall be per each remobilization performed. -- 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Specified Remobilization"in accordance with Contract 30 Documents. 31 c. The price shall include: 32 1) Demobilization as described in Section 1.1.A.2.a.1) 33 2) Remobilization as described in Section 1.1.A.2.a.2) 34 d. No payments will be made for standby, idle time, or lost profits associated this 35 Item. 36 3. Remobilization for suspension of Work as required by City 37 a. Measurement and Payment 38 1) This shall be submitted as a Contract Claim in accordance with Article 10 tet, 39 of Section 00 72 00. 40 2) No payments will be made for standby, idle time,or lost profits associated 41 with this Item. w 42 4. Mobilizations and Demobilizations for Miscellaneous Projects 43 a. Measurement 44 1) Measurement for this Item shall be for each Mobilization and 45 Demobilization required by the Contract Documents 46 b. Payment CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised November 22,2016 City Project Number 02223 am 017000-5 MOBILIZATION AND REMOBILIZATION so Page 5 of 6 1 1) The Work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be paid for at the unit 3 price per each "Work Order Mobilization"in accordance with Contract 4 Documents. Demobilization shall be considered subsidiary to mobilization 5 and shall not be paid for separately. 6 c. The price shall include: 7 1) Mobilization as described in Section 1.1.A.3.a.1) 8 2) Demobilization as described in Section I.1.A.3.a.2) + 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects .�, 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"will be paid for at the unit 18 price per each "Work Order Emergency Mobilization'in accordance with 19 Contract Documents. Demobilization shall be considered subsidiary to 20 mobilization and shall not be paid for separately. 21 c. The price shall include 22 l) Mobilization as described in Section I.1.A.4.a) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time,or lost profits associated this 25 Item. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] .r 28 1.5 SUBMITTALS [NOT USED] 29 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] w 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] sr 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] .w 35 1.12 WARRANTY [NOT USED] 36 PART 2- PRODUCTS [NOT USED] wr 37 PART 3- EXECUTION [NOT USED] 38 END OF SECTION rr1 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised November 22,2016 City Project Number 02223 oft 01 7000-6 MOBILIZATION AND REMOBILIZATION me Page 6 of 6 1 Revision Log pa DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification Flexible for either subsidiary or paid bid item for Mobilization. 2 rw.w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised November 22,2016 City Project Number 02223 ane 01 71 23-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 7123 2 CONSTRUCTION STAKING AND SURVEY an 3 PART1 - GENERAL 4 1.1 SUMMARY "` 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey ,M 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 No 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking as 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. +.r 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] �.. 30 1.5 SUBMITTALS 31 A. Submittals, if required,shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS +� 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. ris 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised December 20,2012 City Project Number 02223 Ir 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking *� 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. �. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City,a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed,by Contractor's neglect,such that the 18 contracted Work cannot take place,then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains �.. 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features,including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure w� 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 01 71 23-3 CONSTRUCTION STARING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection,curvature,etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults(All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves Am 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves(Manhole rim and vent pipe) 11 (11) Blow off valves(Manhole rim and valve lid) om 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe(each end) 15 b) Storm Sewer .. 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection,curvature,etc. go 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection,curvature,etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and .. 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: - 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe .. 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it,as required. �* 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. .., 46 9) If the installation does not meet the specified tolerances,immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. r. 49 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 01 71 23-4 CONSTRUCTION STAKING AND SURVEY IrM Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] +. 4 PART 3- EXECUTION r 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] AV" 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION rr 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] rr 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the .., 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION r 23 Revision Log 00 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson wm 24 oft CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I M STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 ON Am 01 74 23-1 ww CLEANING Page 1 of 4 SECTION 01 74 23 2 CLEANING PART 1- GENERAL 4 1.1 SUMMARY ..w 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: I 1 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements .N. 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 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 24 inspection. +� 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] r 29 1.9 QUALITY ASSURANCE [NOT USED] 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. b CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 017423-2 CLEANING MrCr Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] r>s 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS ... 6 A. Cleaning Agents 7 1. 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 [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING wr 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. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an on 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July I,2011 City Project Number 02223 ON 017423-3 rM CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. am 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction om 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. �. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of ,w 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease,mastic,adhesives,dust,dirt, stains,fingerprints,labels and other 23 foreign materials from sight-exposed surfaces. —� 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. ris 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object ++r 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to,vaults,manholes, structures, 42 junction boxes and inlets. w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised July 1,2011 City Project Number 02223 +��t oft 017423-4 CLEANING drr Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities,and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs,lights,signals,etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 q CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 am 01 77 19-1 M CLOSEOUT REQUIREMENTS Page I of 3 ,■. 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS ~" 3 PART 1 - 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: .r 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 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 1. 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. AM w ear A CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised July 1,2011 City Project Number 02223 w�, 7 017719-2 CLOSEOUT REQUIREMENTS air Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] SM _ 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2- PRODUCTS [NOT USED] of 4 PART 3- EXECUTION oft 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] +o 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE an 9 A. Prior to requesting Final Inspection,submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data,if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days, of any particulars in which this inspection ++�► 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the r. 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City, in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys • 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I /Mw STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 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) I 1 f. Contractor's Evaluation of City 1� 12 g. Performance Evaluation of Contractor t 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 6 @ 15 Documentation, in accordance with General Conditions,City will issue Letter of - 16 Final Acceptance and release the Final Payment Request for payment. w 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] OM 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] .. 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] me 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] an 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] w 27 END OF SECTION .r 28 Revision Log DATE NAME SUMMARY OF CHANGE w 29 sw r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 w AM 01 78 23-1 OPERATION AND MAINTENANCE DATA Page I of 5 1 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 4 1.1 SUMMARY an 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and rr 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) me 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification ■o 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. b 21 1.3 REFERENCES [NOT USED] ` 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule u 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 l 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 '/2 inches x 1 1 inches 34 b. Paper 35 1) 40 pound minimum,white,for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 4W 017823-2 OPERATION AND MAINTENANCE DATA on Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text oft 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. .. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. .. 9 £ Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual �. 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content err 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal,address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the w. 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. +� 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation +fr 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. OVA 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 on � n 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 i 1 5. Copy of each warranty,bond and service contract issued loll 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds ..s 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: +• 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number,size,composition 10 2) Color and texture designations �.. 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition ,.., 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts +� 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts r. 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control,stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions ! 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations .► 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer ma 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer r„ 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 ow 017823-4 OPERATION AND MAINTENANCE DATA no Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and "" 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: *w 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves,engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards I 1 1) Electrical service 12 2) Controls "r` 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures ,rr 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly a* 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices,and Of 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings s wr CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 am 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 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] .rR 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.1—title of section removed �.. 8 r an w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 01 7839-1 wF PROJECT RECORD DOCUMENTS Page I of 4 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS .. 3 PART 1 - GENERAL 4 1.1 SUMMARY rw 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. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 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 [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to d% 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] .rt 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate +� 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract .� 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July I,2011 City Project Number 02223 01 7839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 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 1. 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] r■ 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS amw 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS oft 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, 1 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] r• 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 3.1 INSTALLERS [NOT USED] r 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] s 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set,identify each of the Documents with the 35 title, "RECORD DOCUMENTS-JOB SET". CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1 2011 City Project Number 02223 ... 017839-3 PROJECT RECORD DOCUMENTS as Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. .. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. ,,,,■ 15 b. Use an erasable colored pencil (not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings,arrangements of conduits,circuits, piping, 23 ducts,and similar items,are shown schematically and are not intended to 24 portray precise physical layout. «. 25 1) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor,subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. .r. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 am 01 7839-4 PROJECT RECORD DOCUMENTS ow Page 4 of 4 I c. Call attention to each entry by drawing a"cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents w* 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION[NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] Oft 17 3.8 SYSTEM STARTUP[NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] w, 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log .� DATE NAME SUMMARY OF CHANGE 26 r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I "� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 1� so 33 31 23-1 SANITARY SEWER PIPE ENLARGEMENT Page I of 8 SECTION 33 3123 2 SANITARY SEWER PIPE ENLARGEMENT 3 PART 1 - GENERAL 4 1.1 SUMMARY w 5 A. Section Includes: 6 1. Requirements to rehabilitate existing sanitary sewers by the pipe enlargement 7 system,herein called Pipe Bursting or Pipe Crushing(Pipe Bursting/Crushing) 8 a. This system includes splitting or bursting the existing pipe to install a new 9 polyethylene pipe and reconnect existing sewer service connections. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. See Section 1.2.A for changes to standard specification on bypass pumping. 12 C. Related Specification Sections include,but are not necessarily limited to: A& 13 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 14 Contract 15 2. Division I —General Requirements ' 16 3. Section 33 01 30—Sewer and Manhole Testing 17 4. Section 33 01 31 —Closed Circuit Television(CCTV)Inspection 18 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 19 6. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 20 7. Section 33 31 15—High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 21 8. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 22 9. Section 33 39 10—Cast-in-Place Concrete Manholes 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Pipe Installation by Pipe Enlargement 26 a. Measurement 27 1) Measured horizontally along the surface from center line to center line of _M 28 the manhole or appurtenance 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per linear foot for"Pipe Enlargement" installed for: 33 a) Various sizes 34 c. The price bid shall include: 35 1) Furnishing and installing pipe as specified by the Drawings 36 2) Pavement removal 37 3) Excavation 38 4) Hauling 39 5) Launching pit 40 6) Receiving pit CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 p Revised December 20,2012 City Project Number 02223 7, 3331 23-2 SANITARY SEWER PIPE ENLARGEMENT Page 2 of 8 1 7) Bypass Pumping for pipes up to 21-inches 2 8) Disposal of excess material A* 3 9) Furnishing,placement and compaction of backfill 4 10) Clean-up 5 11) Cleaning 6 12) Testing 7 2. Point Repair 8 a. Measurement 9 l) Measurement for this Item shall be by the linear foot measured horizontally 10 along the surface following the pipe centerline for the length identified 11 during the Pre-CCTV inspection and directed by the City. 12 b. Payment 13 1) The work performed and materials furnished in accordance with this Item 14 and measured as provided under"Measurement"will be paid for at the unit 15 price bid per linear foot for"Sewer Pipe,Point Repair"installed for: rr 16 a) Various sizes 17 c. The price bid shall include: 18 1) Furnishing and installing pipe as specified by the Drawings Oft 19 2) Coupling 20 3) Pavement removal 21 4) Excavation 22 5) Hauling 23 6) Bypass Pumping for pipes un to 21-inches 24 7) Disposal of excess material 25 8) Furnishing,placement and compaction of backfill rr 26 9) Clean-up 27 10) Cleaning 28 1 1) Testing 29 3. Service Reinstatement,Pipe Enlargement 30 a. Measurement 31 1) Measurement for this Item shall be per each service to be reinstated. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under"Measurement"shall be paid for at the 35 unit price bid per each"Service Reinstatement,Pipe Enlargement". >s 36 c. The price bid shall include: 37 l) Furnishing and installing pipe as specified by the Drawings 38 2) Pavement removal r. 39 3) Excavation 40 4) Hauling 41 5) Launching pit 42 6) Receiving pit oft 43 7) Bypass Pumping for pipes up to 21-inches 44 8) Disposal of excess material 45 9) Furnishing,placement and compaction of backfill 46 10) Clean-up 47 11) Cleaning 48 12) Testing CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 rt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 A Alb 3331 23-3 �w SANITARY SEWER PIPE ENLARGEMENT Page 3 of 8 1 1.3 REFERENCES 2 A. Abbreviations and Acronyms 3 1. HDPE—High Density Polyethylene i 4 2. CCTV—Closed Circuit Television 5 B. Definitions _. 6 1. Pipe Bursting/Crushing 7 a. The reconstruction of gravity sewer pipe by installing an approved pipe ' 8 material by use of a static,hydraulic or pneumatic hammer"moling"device, 9 suitably sized to break out the old pipe or by using a modified boring"knife" 10 with a flared plug that implodes and crushes the existing sewer pipe. 11 b. Forward progress of the"mole" or the"knife" may be aided by the use of 12 hydraulic equipment or other apparatus. 13 c. The replacement pipe is either pulled or pushed into the bore. 14 d. The method allows for replacement of pipe sizes from 8-inches through 21- 15 inches and/or upsizing in varying increments up to 21-inches. 16 C. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification,unless a date is specifically cited. w 20 2. American Society for Testing and Materials(ASTM): 21 a. D1248 Specifications for Polyethylene Plastic Molding and Extension 22 Materials 23 b. D1693 Test for Environmental Stress-Cracking of Ethylene Plastics 24 c. 132122 Determining Dimensions of Thermoplastic Pipe and Fittings 25 d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 26 e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials 27 f. 17714 Specification for Polyethylene(PE)Plastic Pipe(SDR-PR)Based on 28 Outside Diameter(3" IPS and Larger) 29 3. City of Fort Worth Code of Ordinances 30 a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination 33 1. Coordinate with City,Engineer,franchise utilities,etc. as described in the 34 Drawings. 35 2. Provide advanced notice prior to commencing actual pipe enlargement activities,as 36 described in the Drawings,in order to allow the City to provide appropriate 37 advanced notice to affected residents. 38 3. Review the location and number of insertion or access pits with the City Inspector 39 prior to excavation. 40 B. Sequencing 41 1. Provide a bypass pumping plan,when required,detailing collection and discharge 42 locations and method of bypass pumping in accordance with Section 33 03 10,prior 43 to the start of construction. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 w 33 31 23-4 SANITARY SEWER PIPE ENLARGEMENT Mn Page 4 of 8 1 2. Provide a phasing plan with the sequence of construction prior to the start of 2 construction. 06 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 01 33 00. 40 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Special Procedure Submittals 8 1. Provide a bypass pumping plan when required by Contract Documents in 9 accordance with Section 33 03 10. 10 2. Provide a phasing plan with the sequence of construction prior to the start of 11 construction. rrt 12 1.7 CLOSEOUT SUBMITTALS 13 A. Record Documentation 14 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 o"` 15 0131. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] .r 17 1.9 QUALITY ASSURANCE 18 A. Qualifications 19 1. The Contractor shall be certified by the particular Pipe Enlargement system 20 manufacturer that such firm is a licensed installer of their system. No other Pipe 21 Enlargement system other than those listed in these Specifications is acceptable. 22 2. The Contractor shall be able to show that the personnel directly involved with the 23 Pipe Enlargement have adequate experience with similar work. 24 B. Pre-construction and Post-construction Testing 25 1. Provide Pre-construction and Post-construction Closed Circuit Television(CCTV) 26 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 27 3301 31. 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 32 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 33 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 34 A. Manufacturers 35 1. Only the manufacturers as listed on the City's Standard Products List will be 36 considered as shown in Section 01 60 00. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 ~ 333123-5 SANITARY SEWER PIPE ENLARGEMENT Page 5 of 8 I a. The manufacturer must comply with this Specification and related Sections. 2 1. Any product that is not listed on the Standard Products List is considered a 3 substitution and shall be submitted in accordance with Section 01 25 00. 4 B. Materials 5 1. HDPE Pipe .._ 6 a. The pipe and fitting material shall conform to Section 33 31 15. 7 2. Service Saddles 8 a. Conform to Section 33 31 50. 9 3. Repair Clamp 10 a. Conform to Section 33 31 15. 11 4. Manhole Inverts and Benches 12 a. Inverts and benches requiring replacement shall conform to Section 33 39 10. .. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL[NOT USED] 15 PART 3- EXECUTION 16 3.1 INSTALLERS [NOT USED] +.r 17 3.2 EXAMINATION 18 A. Verification of Conditions 19 1. Provide Pre-Construction Closed Circuit Television(CCTV)Inspection of the 20 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 21 a. Inspection of the pipelines shall be performed by experienced personnel trained �w 22 in locating breaks,obstacles and service connections by Closed Circuit Color 23 Television. 24 B. Evaluation and Assessment 25 1. Identify,by location,the presence of line obstructions in the existing sewer(heavy 26 solids,dropped joints,protruding service taps or collapsed pipe)which will prevent 27 completion of the pipe bursting/crushing process and which cannot be removed by 28 conventional sewer cleaning equipment. 6 29 2. Identify,by location,the presence of sags in the sewer line(s)by the following 30 procedure: 31 a. Perform CCTV inspection. 32 b. Provide CCTV inspection results to the City. 33 c. The City Inspector will review the Pre-CCTV tapes to determine if any 34 excessive sags exist and will inform the Contractor which segments of pipe are .. 35 to be replaced by point repair. 36 3.3 PREPARATION "~ 37 A. Bypassing Sewage 38 1. Bypass pump sewage in accordance with Section 33 03 10. 39 B. Line Obstructions 40 1. If identified in the CCTV inspection, remove line obstruction. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 t� ww 3331 23-6 SANITARY SEWER PIPE ENLARGEMENT Page 6 of 8 1 a. Removal of obstruction is considered subsidiary to CCTV inspection. 2 C. Point Repairs 3 1. Perform point repair as identified on the Drawings or at the discretion of the City. 4 This may include: , 5 1) Pipe replacement 6 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 7 a uniform grade in line with the existing pipe invert 8 3.4 INSTALLATION 9 A. Site Organization 10 1. Locate insertion or access pits such that their total number will be minimized and 1 1 the length of replacement pipe installed in a single pull shall be maximized. 12 2. Use existing manholes wherever practical. 13 a. Manhole inverts and bottoms may be removed to permit access for installation 14 equipment. 15 3. Locate equipment used to perform the work away from buildings so as not to create 16 a noise impact. Conform to City of Fort Worth Code of Ordinances,Part II, Section 17 23-8. 18 a. Provide silencers or other devices to reduce machine noise as needed to meet 19 requirements. 20 B. Schedule 21 1. Upon commencement of the actual pipe enlargement,do not begin a segment of 22 work that cannot be completed before the end of the work day. 23 C. Finished Pipe 24 1. The installed replacement pipe shall be continuous over the entire length of each 25 pipe segment from manhole to manhole and shall be free from visual defects such M` 26 as foreign inclusions,concentrated ridges,discoloration,pitting,varying wall 27 thickness,pipe separation and other deformities. 28 2. Carefully cut out the replacement pipe passing through or terminating in a manhole 29 in a shape and manner approved by the Engineer. 30 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 31 4. The installed pipe shall meet the leakage requirements of the pressure test specified 32 herein. 33 D. Pipe Jointing s 34 1. Assemble and join sections of HDPE replacement pipe on the job site above 35 ground. 36 2. Use the heating and butt-fusion system for jointing in strict conformance with the w 37 manufacturer's printed instructions and in accordance to Section 33 31 15. 38 3. Ensure that the butt-fusion joints have a smooth, uniform,double rolled back bead 39 made while applying the proper melt, pressure and alignment. 40 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt- 41 fusion joint. 42 5. Make all joints available for inspection by the Engineer before insertion. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 rr w 3331 23-7 r SANITARY SEWER PIPE ENLARGEMENT Page 7 of 8 1 6. Join the replacement pipe on site in appropriate working lengths near the insertion ,.. 2 pit. 3 a. The maximum length of continuous replacement pipe which shall be assembled 4 above ground and pulled on the job site at any 1 time shall be 600 linear feet. 5 7. For situations where the replacement pipe is not pulled all the way to the manhole, 6 a repair clamp shall be utilized to connect segments of the HDPE pipe, as approved 7 by the Engineer. 8 E. New Pipe Installation 9 1. Install new pipe in accordance with the manufacturer's recommendations. 10 F. Anchoring New Pipe and Sealing Manholes 11 1. After the new pipe has been installed in the entire length of the sewer section, 12 anchor the pipe at manholes. 13 a. The new pipe shall protrude in the manholes for enough distance to allow 14 sealing and trimming(but not less than 4 inches). 15 2. Wait a minimum of 10 hours after installation before sealing the new pipe at 16 manholes. dft 17 3. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, 18 centered in the existing manhole wall. 19 4. Grout flexible connector in the manhole,filling all voids the full thickness of the 7 20 manhole wall. 21 5. Restore manhole bottom and invert. 22 G. Sewer Service Connections 23 1. Install service connections in accordance with Section 33 31 50. 24 H. Rescue ... 25 1. The cost for rescue of static,hydraulic or pneumatic hammer"moling"devices or 26 modified boring"knives"that become stuck or excessively buried and require 27 additional excavation to retrieve shall be the sole responsibility of the Contractor. 28 I. Surface Restoration 29 1. Any damage caused to paving structures or any other surface fracture resulting 30 from the pipe enlargement shall be repaired or replaced to the same condition,or 31 better,at the expense of the Contractor. 32 3.5 REPAIR/RESTORATION [NOT USED] 33 3.6 RE-INSTALLATION [NOT USED] 34 3.7 FIELD [OR] SITE QUALITY CONTROL 35 A. Post-Construction Closed Circuit Television(CCTV)Inspection 36 1. Video Inspection 37 a. Conduct a Post-Construction CCTV Inspection in accordance with Section 33 ,,11111 38 01 31. r� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 am A 333123-8 SANITARY SEWER PIPE ENLARGEMENT Page 8 of 8 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log to DATE NAME SUMMARY OF CHANGE Oft 9 r sib •r ift ,r. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 liir 333920-1 PRECAST CONCRETE MANHOLE Page I of 10 ,,o 1 SECTION 33 39 20 2 PRECAST CONCRETE MANHOLE 00 3 PART 1 - GENERAL 4 1.1 SUMMARY No 5 A. Section Includes: 6 1. Sanitary Sewer,Water Appurtenance,or Reclaimed Water Appurtenance Precast 7 Concrete Manholes 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. See bold and underlined text for changes to this standard specification. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 12 Contract 13 2. Division 1 —General Requirements 14 3. Section 03 30 00—Cast-in-Place Concrete 15 4. Section 03 80 00—Modifications to Existing Concrete Structures 16 5. Section 33 01 30—Sewer and Manhole Testing 17 6. Section 33 05 13—Frame,Cover,and Grade Rings ..a 18 7. Section 33 39 60—Epoxy Liners for Sanitary Sewer Structures 19 1.2 PRICE AND PAYMENT PROCEDURES r 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each concrete manhole installed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each"Manhole"installed for: 27 a) Various sizes 28 b) Various types 29 c. The price bid will include: 30 1) Manhole structure complete in place 31 2) Excavation 32 3) Forms 33 4) Reinforcing steel (if required) 34 5) Concrete 35 6) Backfill 36 7) Foundation +• 37 8) Drop pipe 38 9) Stubs 39 10) Frame 40 1 1) Cover 41 12) Grade rings ww CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 M 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 10 1 13) Pipe connections 2 14) Pavement removal 3 15) Hauling 4 16) Disposal of excess material 5 17) Placement and compaction of backfill 6 18) Clean-up 7 2. Extra Depth Manhole 8 a. Measurement 9 1) Measurement for added depth beyond 6 feet will be per vertical foot, 10 measured to the nearest 1/10 foot. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price bid per vertical foot for"Extra Depth Manhole"specified for: 15 a) Various sizes +� 16 c. The price bid will include: 17 l) Manhole structure complete in place 18 2) Excavation 19 3) Forms 20 4) Reinforcing steel (if required) 21 5) Concrete 22 6) Backfill 23 7) Foundation 24 8) Drop pipe 25 9) Stubs wr 26 10) Frame 27 11) Cover 28 12) Grade rings ob 29 13) Pipe connections 30 14) Pavement removal 31 15) Hauling 32 16) Disposal of excess material ""14 33 17) Placement and compaction of backfill 34 18) Clean-up 35 1.3 REFERENCES 36 A. Definitions 37 1. Manhole Type 38 a. Standard Manhole(Armorock Polymer Concrete Manhole) 39 1) Greater than 4 feet deep up to 6 feet deep 40 b. Standard Drop Manhole(See City Standard Details) 41 1) Same as Standard Manhole with external drop connection(s) 42 c. Type"A"Manhole(See City Standard Details) 43 1) Manhole set on a reinforced concrete block placed around 39-inch and 44 larger sewer pipe. 45 d. Shallow Manhole(See City Standard Details) 46 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 47 than 39-inch „ 48 2. Manhole Size CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 ew 333920-3 PRECAST CONCRETE MANHOLE Page 3 of 10 1 a. 4 foot diameter ■„ 2 1) Used with pipe ranging from 8-inch to 21-inch 3 b. 5 foot diameter 4 1) Used with pipe ranging from 24-inch to 36-inch E+r 5 2) See specific manhole design on Drawings for pipes larger than 36-inch. 6 B. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference ,., 8 standard published at the time of the latest revision date logged at the end of this 9 Specification,unless a date is specifically cited. 10 2. ASTM International (ASTM): 11 a. C443, Standard Specification for Joint for Concrete Pipe and Manholes,Using 12 Rubber Gaskets 13 b. C478, Standard Specification for Precast Reinforced Concrete Manhole 14 Sections. 15 c. C497,Test Methods for Concrete Pipe,Manhole Sections,or Tile 16 d. C579, Standard Test Methods for Compressive Strength of Chemical- 17 Resistant Mortars, Grouts,Monolithic,Surfacing,and Polymer Concretes 18 e. C580, Standard Test Method of Flexural Strength and Modulus of 19 Elasticity of Chemical-Resistant Mortars, Grouts,Monolithic, Surfacing, 20 and Polymer Concretes 21 f. C857,Standard Practice for Minimum Structural Design Loading for 22 Underground Utility Structures 23 g. C923, Standard Specification for Resilient Connectors Between Reinforced 24 Concrete Manholes Structures,Pipes,and Laterals. 25 h. C990,Standard Specification for Joints for Concrete Pipe, Manholes and 26 Precast Box Sections using Preformed Flexible Joint Sealants 27 i. D648,Test Method for Deflection Temperature of Plastics Under Flexural .+�►► 28 Load in Edgewise Position 29 j. D6783, Standard Specification for Polymer Concrete Pipe 30 k. D2584,Test Method for Ignition Loss of Cured Reinforced Resins 31 3. American Concrete Institute(ACI): 32 a. 350-06, Code Requirements for Environmental Engineering Concrete 33 Structures& Commentary 34 b. 440.111-15,Guide for the Design and Construction of Structural Concrete 35 Reinforced with Fiber-Reinforced Polymer(FRP)Bars 36 c. 548.6R-96 Polymer Concrete-Structural Applications State-of-the-Art 37 Report lop 38 4. California Greenbook Standard Specifications for Public Works Construction 39 Section 211-2 40 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS 43 A. Submittals shall be in accordance with Section 01 33 00. 44 B. For Armorock standard manholes,submit manufacturer's data and details of the 45 following items for approval: CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 7 333920-4 PRECAST CONCRETE MANHOLE A Page 4 of 10 1 1. Shop drawings of manhole sections, base units and construction details, 2 0ointing methods,materials,and dimensions on 3 2. Summary of criteria used in manhole design including,as minimum,material 4 properties,loading criteria,and dimensions assumed. Include certification 5 from manufacturer that polymer concrete manhole design meets or exceeds 6 the load and strength requirements of ASTM C 478 and ASTM C 857, 7 reinforced in accordance with ACI 440.111-15.Include current ISO 9001:2008 8 certification „ 9 10 3. Frames,grates, rings,and covers 11 12 4. Materials to be used in fabricating pipe drop connections 13 14 5. Materials to be used for pipe connections 15 16 6. Materials to be used for stubs and stub plugs,if required 17 18 7. Proof of independent Chemical Resistance testing conducted in accordance 19 with the Standard Specifications for Public Works Construction (California 20 Greenbook)Section 211-2 21 22 8. Submitted sealed drawings by a registered Professional Engineer. 23 24 C. All submittals shall be approved by the City prior to delivery. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Product Data 27 1. Precast Concrete Manhole 28 2. Drop connection materials 29 3. Pipe connections at manhole walls 30 4. Stubs and stub plugs 31 5. Admixtures 32 6. Concrete Mix Design 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY 39 A. Manufacturer Warranty CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 Arh► STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 Oft 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 10 1 1. Manufacturer's Warranty shall be in accordance with Division 1. 2 PART 2- PRODUCTS +■. 3 2.1 OWNER-FURNISHED IOR] OWNER-SUPPLIED PRODUCTS [NOT USED] 4 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS �. 5 A. Manufacturers 6 1. Only the manufacturers as listed on the City's Standard Products List will be 7 considered as shown in Section 01 60 00. 8 a. The manufacturer must comply with this Specification and related Sections. 9 2. Any product that is not listed on the Standard Products List is considered a 10 substitution and shall be submitted in accordance with Section 0125 00. •' 11 3. Armorock Polymer Concrete Manhole(or approved equal)shall be used for 12 standard manholes as indicated on the drawings. 13 B. Materials 14 1 Requirements for Armorock Polymer Concrete Manholes: 15 a. Provide polymer concrete manhole sections,monolithic base sections and 16 related components referencing to ASTM C 478.ASTM C 478 material r. 17 and manufacturing is allowed compositional and dimensional differences 18 required by a polymer concrete product. 19 20 b. Provide base riser section with monolithic floors,unless shown otherwise 21 22 c. Provide riser sections ioined with bell and spigot/ship-lap design seamed 23 with butyl mastic and or rubber gaskets(ASTM C 990) so that on 24 assembly,manhole base,riser and top section make a continuous and 25 uniform manhole structure. 26 27 d. Construct riser sections for polymer concrete manholes from standard 28 polymer concrete manhole sections of the diameter indicated on drawings. 29 Use various lengths of polymer concrete manhole sections in combination r 30 to provide correct height with the fewest ioints. 31 32 e. Design wall sections for depth and loading conditions with wall thickness 33 as designed by polymer concrete manufacturer. 34 t 35 f. Provide tops to support AASHTO HS-20 or HL-93 or vehicle loading or 36 loads as required and receiving cast iron frame covers or hatches,as 37 indicated on drawings. 38 39 g. All materials needed for grouting and patching will be a polyester mortar 40 compound provided by the manufacturer or an approved equal by the 41 manufacturer. 42 43 2. Precast Reinforced Concrete Sections—Conform to ASTM C478. 44 3. Precast Joints CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 7 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 10 1 a. Provide gasketed joints in accordance with ASTM C443. 2 b. Minimize number of segments. 3 c. Use long joints at the bottom and shorter joints toward the top. r7 4 d. Include manufacturer's stamp on each section. 5 4. Lifting Devices w* 6 a. Manhole sections and cones may be furnished with lift lugs or lift holes. 7 1) If lift lugs are provided,place 180 degrees apart. 8 2) If lift holes are provided,place 180 degrees apart and grout during manhole tar 9 installation. 10 5. Frame and Cover—Conform to Section 33 05 13. 11 6. Grade Ring—Conform to Section 33 05 13 and ASTM C478. y;,t 12 7. Pipe Connections 13 a. Utilize either an integrally cast embedded pipe connector or a boot-type 14 connector installed in a circular block out opening conforming to ASTM C923. 4% 15 8. Steps 16 a. No steps are allowed. 17 9. Interior Coating or Liner—Conform to Section 33 39 60. 1111114 18 10. Exterior Coating 19 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM D1187 20 Type I and ASTM D1227 Type III Class I. Si& 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] w 23 PART 3- EXECUTION Orr 24 3.1 INSTALLERS [NOT USED] 25 3.2 DESIGN CRITERIA to* 26 A. Polymer Concrete Manhole risers,cones,flat lids,grade rings and manhole base 27 sections shall be designed by manufacturer to meet the intent of ASTM C 478 with 28 allowable compositional and sizing differences as designed by the polymer 111110 29 concrete manufacturer. 30 1._AASHTO HS-20 or HL-93 design or as required loading applied to manhole 31 cover and transition and base slabs. oft 32 2.Polymer manholes will be designed based upon live and dead load criteria in 33 ASTM C 857 and ACI 350-06. 34 3. Unit soil weight of 120 pcf located above portions of manhole,including base 1W 35 slab projections. 36 4. Internal liquid pressure based on unit weight of 63 pcf. 37 5. Dead load of manhole sections fully supported by polymer concrete manhole 38 base. rl� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 Am 01 77 19-1 do CLOSEOUT REQUIREMENTS Page 1 of 3 an 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS ON 3 PART 1 - GENERAL 4 1.1 SUMMARY w 5 A. Section Includes: 6 1. The procedure for closing out a contract oft 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 an 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. so 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] no 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits ,rr 19 1. 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 C 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. ,w. A CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 erg 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] r� 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] w"" 4 PART 3- EXECUTION oft 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] +A 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE ON 9 A. Prior to requesting Final Inspection,submit: 10 1. Project Record Documents in accordance with Section 01 78 39 an 11 2. Operation and Maintenance Data,if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. o* 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. .. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days, of any particulars in which this inspection ow 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 00 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City,that the required Work has been completed. Upon receipt so 26 of this notice,the City, in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full dift 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks err 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys -04 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment MW 39 D. Notice of Project Completion CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I am STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July I,2011 City Project Number 02223 ffim 14 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection w 2 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) I 1 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 06 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. AM 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 'No 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] no 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] !fit 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] ANN 27 END OF SECTION 28 AII11 Revision Log DATE NAME SUMMARY OF CHANGE w 29 A� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 ANI► Am 01 78 23-1 OPERATION AND MAINTENANCE DATA Page I of 5 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 4 1.1 SUMMARY r 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) 1 1 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. 17 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . A11 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 %inches x 1 1 inches 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 00 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten so CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 A4c A 017823-2 OPERATION AND MAINTENANCE DATA we Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment. u. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. ... 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual �. 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content wr 22 1. Neatly typewritten table of contents for each volume,arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. •� 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation ww� 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: sm 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. '• 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I M STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 am 017823-3 OPERATION AND MAINTENANCE DATA do Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds .r 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: �. 8 a. Manufacturer's data,giving full information on products 9 l) Catalog number,size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition ., 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system,as appropriate: 26 a. Description of unit and component parts ++• 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts .. 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control,stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations .�. 37 2) Guide to"trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer ,., 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams rrt CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 017823-4 OPERATION AND MAINTENANCE DATA *� Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content,for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics,and limiting conditions 8 2) Performance curves,engineering data and tests oft 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards I 1 1) Electrical service 12 2) Controls 00 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures s 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and rrt► 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] rrs 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE wry 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings trr + r� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 d� 017823-5 .� OPERATION AND MAINTENANCE DATA Page 5 of 5 1 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] dw 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE AIA 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 ■.r .is art w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 MA eM4 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS "` 3 PART 1 - GENERAL 4 1.1 SUMMARY r 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. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports ■* I i d. Large Water Meter Reports 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 [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 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 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate wr 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract .w 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. !sA CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 17, 01 7839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 � 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 1. 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. ru 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] Am 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS am 18 2.1 OWNER-FURNISHED [OR] 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, I 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 wpm 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] om 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION am 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 34 1. Immediately upon receipt of the job set,identify each of the Documents with the 35 title, "RECORD DOCUMENTS-JOB SET". CITY OF FORT WORTH Marine Creek interceptor Improvements—Phase I M STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised July 1,2011 City Project Number 02223 Am 017839-3 am PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation go 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. an 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings,arrangements of conduits,circuits,piping, 23 ducts,and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 I) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require r� 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within I 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor,subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. .r4 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1 2011 City Project Number 02223 aw 01 7839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a"cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final O, 9 Record Documents. 10 b. If any such Document is not so approved by the City,secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] an 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] Oft 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] so 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] rr 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION " 25 Revision Log DATE NAME SUMMARY OF CHANGE w w 26 IrR t� CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 3331 23-1 A SANITARY SEWER PIPE ENLARGEMENT Page I of 8 SECTION 33 3123 2 SANITARY SEWER PIPE ENLARGEMENT we 3 PART 1 - GENERAL 4 1.1 SUMMARY «m 5 A. Section Includes: 6 1. Requirements to rehabilitate existing sanitary sewers by the pipe enlargement 7 system,herein called Pipe Bursting or Pipe Crushing(Pipe Bursting/Crushing) ON 8 a. This system includes splitting or bursting the existing pipe to install a new 9 polyethylene pipe and reconnect existing sewer service connections. A 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. See Section 1.2.A for chanes to standard specification on bypass pumping. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 14 Contract 15 2. Division 1 —General Requirements 16 3. Section 33 01 30—Sewer and Manhole Testing 17 4. Section 33 01 31 —Closed Circuit Television(CCTV)Inspection 18 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems .r 19 6. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 20 7. Section 33 31 15—High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 21 8. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 22 9. Section 33 39 10—Cast-in-Place Concrete Manholes 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Pipe Installation by Pipe Enlargement 26 a. Measurement 27 1) Measured horizontally along the surface from center line to center line of 28 the manhole or appurtenance 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per linear foot for"Pipe Enlargement" installed for: 33 a) Various sizes i 34 c. The price bid shall include: 35 1) Furnishing and installing pipe as specified by the Drawings 36 2) Pavement removal r 37 3) Excavation 38 4) Hauling 39 5) Launching pit 40 6) Receiving pit CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 333123-2 SANITARY SEWER PIPE ENLARGEMENT ► Page 2 of 8 1 7) Bypass Pumping for pipes up to 21-inches 2 8) Disposal of excess material 3 9) Furnishing,placement and compaction of backfill 4 10) Clean-up 5 1 1) Cleaning 6 12) Testing 7 2. Point Repair 8 a. Measurement Wo 9 1) Measurement for this Item shall be by the linear foot measured horizontally 10 along the surface following the pipe centerline for the length identified I I during the Pre-CCTV inspection and directed by the City. 12 b. Payment 00 13 1) The work performed and materials furnished in accordance with this Item 14 and measured as provided under"Measurement"will be paid for at the unit 15 price bid per linear foot for"Sewer Pipe,Point Repair"installed for: +* 16 a) Various sizes 17 c. The price bid shall include: 18 1) Furnishing and installing pipe as specified by the Drawings 19 2) Coupling 20 3) Pavement removal 21 4) Excavation 22 5) Hauling 23 6) Bypass Pumping for pipes up to 21-inches 24 7) Disposal of excess material 25 8) Furnishing,placement and compaction of backfill 1w 26 9) Clean-up 27 10) Cleaning 28 1 1) Testing a► 29 3. Service Reinstatement,Pipe Enlargement 30 a. Measurement 31 1) Measurement for this Item shall be per each service to be reinstated. 04 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under"Measurement"shall be paid for at the 35 unit price bid per each"Service Reinstatement,Pipe Enlargement". r.► 36 c. The price bid shall include: 37 1) Furnishing and installing pipe as specified by the Drawings 38 2) Pavement removal 39 3) Excavation 40 4) Hauling 41 5) Launching pit 42 6) Receiving pit 43 7) Bypass Pumping for pipes up to 21-inches 44 8) Disposal of excess material 45 9) Furnishing,placement and compaction of backfill + r 46 10) Clean-up 47 11) Cleaning 48 12) Testing CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20.2012 City Project Number 02223 3331 23-3 SANITARY SEWER PIPE ENLARGEMENT Page 3 of 8 1 1.3 REFERENCES 2 A. Abbreviations and Acronyms 3 1. HDPE—High Density Polyethylene 4 2. CCTV—Closed Circuit Television 5 B. Definitions 6 1. Pipe Bursting/Crushing 7 a. The reconstruction of gravity sewer pipe by installing an approved pipe 8 material by use of a static,hydraulic or pneumatic hammer"moling"device, 9 suitably sized to break out the old pipe or by using a modified boring"knife" 10 with a flared plug that implodes and crushes the existing sewer pipe. I I b. Forward progress of the"mole" or the"knife" may be aided by the use of -- 12 hydraulic equipment or other apparatus. 13 c. The replacement pipe is either pulled or pushed into the bore. 14 d. The method allows for replacement of pipe sizes from 8-inches through 21- 15 inches and/or upsizing in varying increments up to 21-inches. 16 C. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification,unless a date is specifically cited. 20 2. American Society for Testing and Materials(ASTM): 21 a. Dl 248 Specifications for Polyethylene Plastic Molding and Extension 22 Materials 111 23 b. D1693 Test for Environmental Stress-Cracking of Ethylene Plastics 24 c. 132122 Determining Dimensions of Thermoplastic Pipe and Fittings 25 d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 26 e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials 27 f. F714 Specification for Polyethylene(PE)Plastic Pipe(SDR-PR)Based on 28 Outside Diameter(3" IPS and Larger) r 29 3. City of Fort Worth Code of Ordinances 30 a. Part II,Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination 33 1. Coordinate with City,Engineer,franchise utilities, etc. as described in the 34 Drawings. .r 35 2. Provide advanced notice prior to commencing actual pipe enlargement activities,as 36 described in the Drawings,in order to allow the City to provide appropriate 37 advanced notice to affected residents. 38 3. Review the location and number of insertion or access pits with the City Inspector 39 prior to excavation. 40 B. Sequencing 41 1. Provide a bypass pumping plan, when required,detailing collection and discharge 42 locations and method of bypass pumping in accordance with Section 33 03 10,prior 43 to the start of construction. .,.f oft CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 OR 333123-4 SANITARY SEWER PIPE ENLARGEMENT Page 4 of 8 1 2. Provide a phasing plan with the sequence of construction prior to the start of 2 construction. 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 01 33 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS ,, 7 A. Special Procedure Submittals 8 1. Provide a bypass pumping plan when required by Contract Documents in 9 accordance with Section 33 03 10. 10 2. Provide a phasing plan with the sequence of construction prior to the start of 1 1 construction. err 12 1.7 CLOSEOUT SUBMITTALS 13 A. Record Documentation 14 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 0% 15 01 31. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Qualifications 19 1. The Contractor shall be certified by the particular Pipe Enlargement system 04 20 manufacturer that such firm is a licensed installer of their system. No other Pipe 21 Enlargement system other than those listed in these Specifications is acceptable. 22 2. The Contractor shall be able to show that the personnel directly involved with the 06 23 Pipe Enlargement have adequate experience with similar work. 24 B. Pre-construction and Post-construction Testing 04 25 1. Provide Pre-construction and Post-construction Closed Circuit Television(CCTV) 26 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 27 3301 31. rr 28 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] r, 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS oft 32 2.1 OWNER-FURNISHED loll] OWNER-SUPPLIED PRODUCTS [NOT USED] *a 33 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 34 A. Manufacturers 35 1. Only the manufacturers as listed on the City's Standard Products List will be 36 considered as shown in Section 01 60 00. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 Citv Project Number 02223 � 1 33 31 23-5 SANITARY SEWER PIPE ENLARGEMENT Page 5 of 8 1 a. The manufacturer must comply with this Specification and related Sections. 2 1. Any product that is not listed on the Standard Products List is considered a 3 substitution and shall be submitted in accordance with Section 01 25 00. 4 B. Materials 5 1. HDPE Pipe 6 a. The pipe and fitting material shall conform to Section 33 31 15. 7 2. Service Saddles 8 a. Conform to Section 33 31 50. 9 3. Repair Clamp 10 a. Conform to Section 33 31 15. 11 4. Manhole Inverts and Benches 12 a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3- EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION 18 A. Verification of Conditions 19 1. Provide Pre-Construction Closed Circuit Television(CCTV)Inspection of the 20 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 21 a. Inspection of the pipelines shall be performed by experienced personnel trained ..► 22 in locating breaks,obstacles and service connections by Closed Circuit Color 23 Television. 24 B. Evaluation and Assessment 25 1. Identify,by location,the presence of line obstructions in the existing sewer(heavy 26 solids,dropped joints,protruding service taps or collapsed pipe)which will prevent 27 completion of the pipe bursting/crushing process and which cannot be removed by 28 conventional sewer cleaning equipment. 29 2. Identify,by location,the presence of sags in the sewer line(s)by the following 30 procedure: .. 31 a. Perform CCTV inspection. 32 b. Provide CCTV inspection results to the City. 33 c. The City Inspector will review the Pre-CCTV tapes to determine if any 34 excessive sags exist and will inform the Contractor which segments of pipe are 35 to be replaced by point repair. 36 3.3 PREPARATION 37 A. Bypassing Sewage 38 1. Bypass pump sewage in accordance with Section 33 03 10. 39 B. Line Obstructions 40 1. if identified in the CCTV inspection, remove line obstruction. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I ¢ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 17, 33 31 23-6 SANITARY SEWER PIPE ENLARGEMENT Page 6 of 8 1 a. Removal of obstruction is considered subsidiary to CCTV inspection. 2 C. Point Repairs 3 1. Perform point repair as identified on the Drawings or at the discretion of the City. 4 This may include: 5 1) Pipe replacement 6 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 7 a uniform grade in line with the existing pipe invert r�r 8 3.4 INSTALLATION 9 A. Site Organization 10 1. Locate insertion or access pits such that their total number will be minimized and 11 the length of replacement pipe installed in a single pull shall be maximized. 12 2. Use existing manholes wherever practical. 13 a. Manhole inverts and bottoms may be removed to permit access for installation 14 equipment. 15 3. Locate equipment used to perform the work away from buildings so as not to create 16 a noise impact.Conform to City of Fort Worth Code of Ordinances,Part II,Section +"�+ 17 23-8. 18 a. Provide silencers or other devices to reduce machine noise as needed to meet 19 requirements. 20 B. Schedule 21 1. Upon commencement of the actual pipe enlargement,do not begin a segment of 22 work that cannot be completed before the end of the work day. •w 23 C. Finished Pipe 24 1. The installed replacement pipe shall be continuous over the entire length of each 25 pipe segment from manhole to manhole and shall be free from visual defects such 26 as foreign inclusions,concentrated ridges, discoloration,pitting,varying wall 27 thickness,pipe separation and other deformities. 28 2. Carefully cut out the replacement pipe passing through or terminating in a manhole 29 in a shape and manner approved by the Engineer. 30 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 31 4. The installed pipe shall meet the leakage requirements of the pressure test specified 32 herein. 33 D. Pipe Jointing 34 1. Assemble and join sections of HDPE replacement pipe on the job site above 35 ground. 36 2. Use the heating and butt-fusion system for jointing in strict conformance with the oft 37 manufacturer's printed instructions and in accordance to Section 33 31 15. 38 3. Ensure that the butt-fusion joints have a smooth, uniform, double rolled back bead 39 made while applying the proper melt,pressure and alignment. �. 40 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt- 41 fusion joint. 42 5. Make all joints available for inspection by the Engineer before insertion. ilk CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I aft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 dob 33 31 23-7 s SANITARY SEWER PIPE ENLARGEMENT Page 7 of 8 1 6. Join the replacement pipe on site in appropriate working lengths near the insertion .� 2 pit. 3 a. The maximum length of continuous replacement pipe which shall be assembled 4 above ground and pulled on the job site at any l time shall be 600 linear feet. 5 7. For situations where the replacement pipe is not pulled all the way to the manhole, 6 a repair clamp shall be utilized to connect segments of the HDPE pipe, as approved 7 by the Engineer. r 8 E. New Pipe Installation 9 1. Install new pipe in accordance with the manufacturer's recommendations. 10 F. Anchoring New Pipe and Sealing Manholes 11 l. After the new pipe has been installed in the entire length of the sewer section, 12 anchor the pipe at manholes. 13 a. The new pipe shall protrude in the manholes for enough distance to allow 14 sealing and trimming(but not less than 4 inches). 15 2. Wait a minimum of 10 hours after installation before sealing the new pipe at 16 manholes. 17 3. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, 18 centered in the existing manhole wall. 19 4. Grout flexible connector in the manhole,filling all voids the full thickness of the 20 manhole wall. 21 5. Restore manhole bottom and invert. 22 G. Sewer Service Connections eM. 23 1. Install service connections in accordance with Section 33 31 50. 24 H. Rescue �., 25 1. The cost for rescue of static,hydraulic or pneumatic hammer"moling"devices or 26 modified boring"knives"that become stuck or excessively buried and require 27 additional excavation to retrieve shall be the sole responsibility of the Contractor. 28 1. Surface Restoration 29 1. Any damage caused to paving structures or any other surface fracture resulting 30 from the pipe enlargement shall be repaired or replaced to the same condition, or 31 better,at the expense of the Contractor. 32 3.5 REPAIR/RESTORATION [NOT USED] 33 3.6 RE-INSTALLATION [NOT USED] 34 3.7 FIELD lots] SITE QUALITY CONTROL 35 A. Post-Construction Closed Circuit Television(CCTV)Inspection 36 1. Video Inspection 37 a. Conduct a Post-Construction CCTV Inspection in accordance with Section 33 38 01 31. �w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part It Revised December 20,2012 City Project Number 02223 ok 333123-8 SANITARY SEWER PIPE ENLARGEMENT hw Page 8 of 8 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] Ito 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] ItM 8 END OF SECTION Revision Log 06 DATE NAME SUMMARY OF CHANGE 9 0d* ar r Irr r CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 !/s wr 333920-1 M�11 PRECAST CONCRETE MANHOLE Page 1 of 10 SECTION 33 39 20 2 PRECAST CONCRETE MANHOLE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast 0^ 7 Concrete Manholes 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. See bold and underlined text for changes to this standard specification. as 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 12 Contract rr 13 2. Division l —General Requirements 14 3. Section 03 30 00—Cast-in-Place Concrete Im 15 4. Section 03 80 00—Modifications to Existing Concrete Structures 16 5. Section 33 01 30—Sewer and Manhole Testing 17 6. Section 33 05 13—Frame,Cover,and Grade Rings 18 7. Section 33 39 60—Epoxy Liners for Sanitary Sewer Structures 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each concrete manhole installed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each"Manhole"installed for: 27 a) Various sizes 28 b) Various types 29 c. The price bid will include: 014 30 1) Manhole structure complete in place 31 2) Excavation 32 3) Forms 33 4) Reinforcing steel (if required) Me 34 5) Concrete 35 6) Backfill 36 7) Foundation 0 6 37 8) Drop pipe 38 9) Stubs 39 10) Frame 40 1 1) Cover 41 12) Grade rings CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 10 1 13) Pipe connections 2 14) Pavement removal 3 15) Hauling 4 16) Disposal of excess material 5 17) Placement and compaction of backfill tw 6 18) Clean-up 7 2. Extra Depth Manhole 8 a. Measurement 9 1) Measurement for added depth beyond 6 feet will be per vertical foot, 10 measured to the nearest 1/10 foot. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price bid per vertical foot for"Extra Depth Manhole"specified for: 15 a) Various sizes 16 c. The price bid will include: 17 1) Manhole structure complete in place 18 2) Excavation 19 3) Forms 20 4) Reinforcing steel (if required) 21 5) Concrete 22 6) Backfill 23 7) Foundation 24 8) Drop pipe 25 9) Stubs 26 10) Frame 27 1 1) Cover 28 12) Grade rings 29 13) Pipe connections 30 14) Pavement removal 31 15) Hauling 32 16) Disposal of excess material 33 17) Placement and compaction of backfill 34 18) Clean-up 35 1.3 REFERENCES 36 A. Definitions 37 1. Manhole Type 38 a. Standard Manhole(Armorock Polymer Concrete Manhole) 39 1) Greater than 4 feet deep up to 6 feet deep 40 b. Standard Drop Manhole(See City Standard Details) 41 1) Same as Standard Manhole with external drop connection(s) 42 c. Type"A"Manhole(See City Standard Details) 43 1) Manhole set on a reinforced concrete block placed around 39-inch and 44 larger sewer pipe. 45 d. Shallow Manhole(See City Standard Details) 46 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 47 than 39-inch 48 2. Manhole Size CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 Am 333920-3 ow PRECAST CONCRETE MANHOLE Page 3 of 10 1 a. 4 foot diameter ..r 2 1) Used with pipe ranging from 8-inch to 21-inch 3 b. 5 foot diameter 4 1) Used with pipe ranging from 24-inch to 36-inch 5 2) See specific manhole design on Drawings for pipes larger than 36-inch. 6 B. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference ,rr 8 standard published at the time of the latest revision date logged at the end of this 9 Specification,unless a date is specifically cited. 10 2. ASTM International (ASTM): a 1 I a. C443, Standard Specification for Joint for Concrete Pipe and Manholes,Using 12 Rubber Gaskets 13 b. C478, Standard Specification for Precast Reinforced Concrete Manhole 14 Sections. 15 c. C497,Test Methods for Concrete Pipe,Manhole Sections,or Tile 16 d. C579,Standard Test Methods for Compressive Strength of Chemical- 17 Resistant Mortars, Grouts,Monolithic,Surfacing,and Polymer Concretes +� 18 e. C580,Standard Test Method of Flexural Strength and Modulus of 19 Elasticity of Chemical-Resistant Mortars, Grouts,Monolithic,Surfacing, 20 and Polymer Concretes r. 21 f. C857,Standard Practice for Minimum Structural Design Loading for 22 Underground Utility Structures 23 g. C923, Standard Specification for Resilient Connectors Between Reinforced 24 Concrete Manholes Structures,Pipes,and Laterals. 25 h. C990, Standard Specification for Joints for Concrete Pipe,Manholes and 26 Precast Box Sections using Preformed Flexible Joint Sealants 27 i. D648,Test Method for Deflection Temperature of Plastics Under Flexural ok 28 Load in Edgewise Position 29 J D6783, Standard Specification for Polymer Concrete Pipe ~ 30 k. D2584,Test Method for Ignition Loss of Cured Reinforced Resins 31 3. American Concrete Institute(ACI): 32 a. 350-06, Code Requirements for Environmental Engineering Concrete 33 Structures & Commentary 34 b. 440.111-15,Guide for the Design and Construction of Structural Concrete 35 Reinforced with Fiber-Reinforced Polymer(FRP)Bars 36 c. 548.611-96 Polymer Concrete-Structural Applications State-of-the-Art 37 Report 38 4. California Greenbook Standard Specifications for Public Works Construction 39 Section 211-2 40 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS 43 A. Submittals shall be in accordance with Section 01 33 00. 44 B. For Armorock standard manholes,submit manufacturer's data and details of the 45 following items for approval: CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 7 333920-4 PRECAST CONCRETE MANHOLE +tom Page 4 of 10 1 1. Shop drawings of manhole sections,base units and construction details, 2 iointiniz methods,materials,and dimensions in 3 2. Summary of criteria used in manhole design including,as minimum,material 4 properties, loading criteria, and dimensions assumed. Include certification 5 from manufacturer that polymer concrete manhole design meets or exceeds ' 6 the load and strength requirements of ASTM C 478 and ASTM C 857, 7 reinforced in accordance with ACI 440.111-15.Include current ISO 9001:2008 8 certification 9 10 3. Frames,grates, rings,and covers 11 12 4. Materials to be used in fabricating pipe drop connections 13 14 5. Materials to be used for pipe connections 15 16 6. Materials to be used for stubs and stub plugs,if required 17 18 7. Proof of independent Chemical Resistance testing conducted in accordance 19 with the Standard Specifications for Public Works Construction (California 20 Greenbook)Section 211-2 21 22 8. Submitted sealed drawings by a registered Professional Engineer. 23 24 C. All submittals shall be approved by the City prior to delivery. 25 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 26 A. Product Data 27 1. Precast Concrete Manhole 28 2. Drop connection materials 29 3. Pipe connections at manhole walls 30 4. Stubs and stub plugs 31 5. Admixtures 32 6. Concrete Mix Design .. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] t� 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] r 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY • 39 A. Manufacturer Warranty CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 irr 333920-5 "^ PRECAST CONCRETE MANHOLE Page 3 of 10 1 1. Manufacturer's Warranty shall be in accordance with Division 1. 2 PART2 - PRODUCTS •■ 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 4 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 5 A. Manufacturers 6 1. Only the manufacturers as listed on the City's Standard Products List will be 7 considered as shown in Section 01 60 00. 8 a. The manufacturer must comply with this Specification and related Sections. 9 2. Any product that is not listed on the Standard Products List is considered a 10 substitution and shall be submitted in accordance with Section 01 25 00. •• 11 3. Armorock Polymer Concrete Manhole(or approved equal)shall be used for 12 standard manholes as indicated on the drawings. 13 B. Materials 14 1 Requirements for Armorock Polymer Concrete Manholes: 15 a. Provide polymer concrete manhole sections,monolithic base sections and 16 related components referencing to ASTM C 478.ASTM C 478 material r 17 and manufacturing is allowed compositional and dimensional differences 18 required by a polymer concrete product. 19 .m 20 b. Provide base riser section with monolithic floors, unless shown otherwise 21 22 c. Provide riser sections joined with bell and spigot/ship-lap design seamed 23 with butyl mastic and or rubber gaskets(ASTM C 990) so that on of 24 assembly,manhole base,riser and top section make a continuous and 25 uniform manhole structure. 26 ,.� 27 d. Construct riser sections for polymer concrete manholes from standard 28 polymer concrete manhole sections of the diameter indicated on drawings. 29 Use various lengths of polymer concrete manhole sections in combination 30 to provide correct height with the fewest joints. 31 32 e. Design wall sections for depth and loading conditions with wall thickness 33 as designed by polymer concrete manufacturer. " 34 35 f. Provide tops to support AASHTO HS-20 or HL-93 or vehicle loading or 36 loads as required and receiving cast iron frame covers or hatches,as dw 37 indicated on drawings. 38 39 g. All materials needed for grouting and patching will be a polyester mortar 40 compound provided by the manufacturer or an approved equal by the go 41 manufacturer. 42 43 2. Precast Reinforced Concrete Sections—Conform to ASTM C478. 44 3. Precast Joints CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised December 20,2012 City Project Number 02223 w 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 10 1 a. Provide gasketed joints in accordance with ASTM C443. 2 b. Minimize number of segments. 3 c. Use long joints at the bottom and shorter joints toward the top. 4 d. Include manufacturer's stamp on each section. 5 4. Lifting Devices 6 a. Manhole sections and cones may be furnished with lift lugs or lift holes. 7 1) If lift lugs are provided,place 180 degrees apart. 8 2) If lift holes are provided,place 180 degrees apart and grout during manhole 9 installation. 10 5. Frame and Cover—Conform to Section 33 05 13. 11 6. Grade Ring—Conform to Section 33 05 13 and ASTM C478. 12 7. Pipe Connections 13 a. Utilize either an integrally cast embedded pipe connector ora boot-type 14 connector installed in a circular block out opening conforming to ASTM C923. 15 8. Steps 16 a. No steps are allowed. 17 9. Interior Coating or Liner—Conform to Section 33 39 60. , 18 10. Exterior Coating 19 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM Dl 187 20 Type I and ASTM D1227 Type III Class I. 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3- EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 DESIGN CRITERIA 26 A. Polymer Concrete Manhole risers,cones,flat lids,grade rings and manhole base 27 sections shall be designed by manufacturer to meet the intent of ASTM C 478 with 28 allowable compositional and sizing differences as designed by the polymer ,w. 29 concrete manufacturer. 30 1.AASHTO HS-20 or HL-93 design or as required loading applied to manhole 31 cover and transition and base slabs. r 32 2.Polymer manholes will be designed based upon live and dead load criteria in 33 ASTM C 857 and ACI 350-06. 34 3. Unit soil weight of 120 pcf located above portions of manhole,including base 35 slab projections. 36 4.Internal liquid pressure based on unit weight of 63 pcf. 37 5.Dead load of manhole sections fully supported by polymer concrete manhole 38 base. 1Wr CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 ► STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised December 20,2012 City Project Number 02223 l Aft 333920-7 PRECAST CONCRETE MANHOLE Page 7 of 10 1 3.3 DESIGN: 2 A. Polymer Concrete Manhole risers,cones,flat lids, grade rings and manhole base 3 sections shall be designed by manufacturer to meet loading requirements of ASTM 4 C 478,ASTM C 857 and ACI 350-06 as modified for polymer concrete manhole 04 5 design as follows: 6 1. Polymer Concrete Mix Desitin shall consist of thermosetting resin,sand,and 7 aggregate.No Portland cement shall be allowed as part of the mix design matrix. '" 8 All sand and aggregate shall be inert in an acidic environment. 9 2. Reinforcement—Shall use acid resistant reinforcement(FRP Bar)in accordance A 10 with ACI 44O.1R-06 as applicable for polymer concrete design. 11 3.The wall thickness of polymer concrete structures shall not be less than that 12 prescribed by the manufacturer's design by less than 95% of stated design 13 thickness. ow 14 4.Thermosetting Resin-The resin shall have a minimum deflection temperature 15 of 158°F when tested at 264 psi(1.820 mPa)following Test Method D 648.The AA 16 resin content shall not be less than 7%of the weight of the sample as determined 17 by test method D 2584. Resin selection shall be suitable for applications in the 18 corrosive conditions to which the polymer concrete manhole structures will be 19 exposed. .s 20 5. Each polymer concrete manhole component shall be free of all defects,including 21 indentations,cracks,foreign inclusions and resin starved areas that,due to their 22 nature and degree or extent,detrimentally affect the strength and serviceability of am 23 the component part. Cosmetic defect shall not be cause for resection. The nominal 24 internal diameter of manhole components shall not vary more than 2%.Variations 25 in height of two opposite sides of risers and cones shall not be more the 5/8 inch. am 26 The under run in height of a riser or cone shall not be more than 1/4 in/ft of height 27 with a maximum of'/2 inch in any one section. 28 6. Marking and Identification-Each manhole shall be marked with the following r" 29 information-Manufacturer's name or trademark,Manufacturer's location and 30 Production Date. 31 7. Manhole joints shall be assembled with a bell/spigot or shiplay butyl mastic 32 and/or Basketed ioint so that on assembly,manhole base,riser and top section 33 make a continuous and uniform manhole.Joint sealing surfaces shall be free of 34 dents,gouges and other surface irregularities that would affect ioint integrity. 35 8. Minimum clearance between wall penetrations and joints shall be per 36 manufacturer's design. 37 9. Construct invert channels to provide smooth flow transition with minimal 38 disruption of flow at pipe-manhole connections. Invert slope through manhole is as 39 indicated on drawings.All precast base sections to be cast monolithically.Polymer 40 bench and channel are to be constructed with all polymer concrete material. +� 41 Extended ballast slab requirements for buoyancy concerns can be addressed with 42 cementitious concrete material. !y CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 7 333920-8 PRECAST CONCRETE MANHOLE Page 8 of 10 1 10. Provide resilient connectors conforming to requirements of ASTM C 923 or 2 other options as avaliable. All connectors are to be water tight. Install approved 3 resilient connectors at each pipe entering and exiting manholes in accordance with 4 manufacturer's instructions. 5 3.4 EXAMINATION 6 A. Evaluation and Assessment 7 1. Verify lines and grades are in accordance to the Drawings. *. 8 3.5 PREPARATION 9 A. Foundation Preparation A„ 10 1. Excavate 8 inches below manhole foundation. 11 2. Replace excavated soil with course aggregate; creating a stable base for manhole 12 construction. ok 13 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 14 mud slab may be substituted. 15 3.6 INSTALLATION 61& 16 A. Manhole 17 1. Construct manhole to dimensions shown on Drawings. 18 2. Precast Sections 19 a. Provide bell-and-spigot design incorporating a premolded joint sealing 20 compound for wastewater use. 21 b. Clean bell spigot and gaskets,lubricate and join. 22 c. Minimize number of segments. 23 d. Use long joints used at the bottom and shorter joints toward the top. +rte 24 B. Invert 25 1. Construct invert channels to provide a smooth waterway with no disruption of flow 26 at pipe-manhole connections. •e 27 2. For direction changes of mains,construct channels tangent to mains with maximum 28 possible radius of curvature. 29 a. Provide curves for side inlets. ,r► 30 3. For all standard manholes provide full depth invert. 31 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 32 inches in depth. ,rr 33 C. Drop Manhole Connection 34 1. Install drop connection when sewer line enters manhole higher than 24 inches 35 above the invert. 36 D. Final Rim Elevation 37 1. Install concrete grade rings for height adjustment. 38 a. Construct grade ring on load bearing shoulder of manhole. 06 39 b. Use sealant between rings as shown on Drawings. 40 2. Set frame on top of manhole or grade rings using continuous water sealant. 41 3. Remove debris, stones and dirt to ensure a watertight seal. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised December 20,2012 City Project Number 02223 1� .t 333920-9 go PRECAST CONCRETE MANHOLE Page 9 of 10 1 4. Do not use steel shims,wood, stones or other unspecified material to obtain the 2 final surface elevation of the manhole frame. 3 E. Internal coating 4 1. Internal coating application will conform to Section 33 39 60, if required by 5 Drawings. 6 F. External coating 7 1. Remove dirt,dust, oil and other contaminants that could interfere with adhesion of 8 the coating. 9 2. Cure manhole for 3 days before backfilling around the structure. rr 10 3. Application will follow manufacturer's recommendation. 11 G. Modifications and Pipe Penetrations 12 1. Conform to Section 03 80 00. 13 3.7 REPAIR/RESTORATION [NOT USED] 14 3.8 RE-INSTALLATION [NOT USED] 15 3.9 FIELD QUALITY CONTROL 16 A. Field Tests and Inspections in 17 1. Perform vacuum test in accordance with Section 33 0130. 18 B. Facility Quality Control(for Armorock Polymer Concrete Manholes) 19 1. Facility Quality Control should be maintained by adhearing to ISO 9001:2008 IN 20 for manufacturing.All fabricators will be ISO 9001:2008 Certifiied.All 21 fabrication will take place in an all polymer concrete fabrication facility.At no 22 time will the polymer concrete fabrication facility share the facility with a :�: 23 cementitious precast product production facility.Fabricator is also to provide 24 references of 5 previous projects in the last 5 years performed with both owner 25 and contractor for reference and review by owner.Polymer concrete shall be 26 cast in a polymer only facility and shall not be manufactured in a cementitious 27 concrete facility 28 3.10 SYSTEM STARTUP [NOT USED] 29 3.11 ADJUSTING [NOT USED] 30 3.12 CLEANING [NOT USED] 31 3.13 CLOSEOUT ACTIVITIES [NOT USED] 32 3.14 PROTECTION [NOT USED] INS 33 3.15 MAINTENANCE [NOT USED] 34 3.16 ATTACHMENTS [NOT USED] 35 END OF SECTION Revision Log CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part Il Revised December 20,2012 City Project Number 02223 711 333960-2 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 2 of 8 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the unit 3 price bid per square foot of"Epoxy Structure Liner"applied. 4 c. The price bid shall include: 5 1) Furnishing and installing Liner as specified by the Drawings 6 2) Hauling 7 3) Disposal of excess material 8 4) Clean-up 9 5) Cleaning 10 6) Testing 11 1.3 REFERENCES 12 A. Reference Standards 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of this 15 Specification,unless a date is specifically cited. 16 2. ASTM International (ASTM): 17 a. D7234–Standard Test Method for Pull-Off Adhesion Strength of Coatings 18 on Concrete Using Portable Pull-Off Adhesion Testers 19 b. D412–Standard Test Methods for Vulcanized Rubber and Thermoplastic 20 Elastomers—Tension , 21 c. D624–Standard Test Method for Tear Strength of Conventional 22 Vulcanized Rubber and Thermoplastic Elastomers 23 d. D2240–Standard Test Method for Rubber Property-Durometer 24 Hardness 25 e. D522–Standard Test Methods for Mandrel Bend Test of Attached 26 Organic Coatings 27 f D4060–Standard Test Method for Abrasion Resistance of Organic Coatings #r 28 by the Taber Abraser. 29 g. CIGMAT Evaluation (UH96-7) 30 h. CIGMAT Evaluation of the liner system to 50 PSI. 31 32 Reagents. 33 j. D638, Standard Test Methed feF Tensile Pfopenies efPlasties. 34 aw 35 36 . 37 MW 38 Gages. 39 n. D4 5 4 1, Standafd Test Methed for-Pull Off StFength of Coatings Using PeFtable 40 A dhes e fl Testef 41 3. Environmental Protection Agency(EPA). 42 4. NACE International (NACE). 43 5. Occupational Safety and Health Administration(OSHA). ..r 44 6. Resource Conservation and Recovery Act,(RCRA). 45 7. The Society for Protective Coatings/NACE International (SSPC/NACE): 46 a. sp 13/NACE No. 6, Surface Preparation of Concrete. 0 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I 0�0 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised June 16,2017 City Project Number 02223 Aw 333960-3 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 3 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Technical data sheet on each product used 8 2. Material Safety Data Sheet(MSDS)for each product used 9 3. Copies of independent testing performed on the coating product indicating the 10 product meets the requirements as specified herein 11 4. Technical data sheet and project specific data for repair materials to be topcoated 12 with the coating product including application, cure time and surface preparation 13 procedures 14 B. Contractor Data 15 1. Current documentation from coating product manufacturer certifying Contractor's 16 training and equipment complies with the Quality Assurance requirements specified 17 herein w 18 2. 5 recent references of Contractor indicating successful application of coating 19 product(s)of the same material type as specified herein, applied by spray 20 application within the municipal wastewater environment .,w 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] r 23 1.9 QUALITY ASSURANCE 24 A. Qualifications 25 1. Contractor 26 a. Be trained by, or have training approved and certified by,the coating product 27 manufacturer for the handling, mixing,application and inspection of the coating r 28 product(s)to be used as specified herein 29 b. Initiate and enforce quality control procedures consistent with the coating 30 product(s)manufacturer recommendations and applicable NACE or SSPC 31 standards as referenced herein 32 2. Manufacturer 33 a. The manufacturer and/or installer of the total liner system of manholes shall be 34 a company that specializes in the design,manufacture or installation of 35 corrosion protection systems for manholes. Installer shall be completely trained 36 in leak repair,surface preparation and corrosion materials application on 37 manholes. Corrosion materials/products shall be suitable for installation in a 38 severe hydrogen sulfide environment without any deterioration to the liner. 39 1.10 DELIVERY,STORAGE,AND HANDLING 40 A. Keep materials dry, protected from weather and stored under cover. ` CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised June 16,2017 City Project Number 02223 OR I � an 333960-4 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 4 of 8 1 B. Store coating materials between 50 degrees F and 90 degrees F. 2 C. Do not store near flame, heat or strong oxidants. 3 D. Handle coating materials according to their material safety data sheets. 4 1.11 FIELD SITE] CONDITIONS 5 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 6 perform the specified work. 7 1.12 WARRANTY 8 A. Contractor Warranty 9 1. Contractor's Warranty shall be in accordance with Division 0. 10 PART 2- PRODUCTS 11 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 12 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 13 A. Manufacturers 14 1. Epoxy liners shall be: 15 a. SpectraShield or approved equal 16 2. Any product that is not listed is considered a substitution and shall be 17 submitted in accordance with Section 0125 00. 18 B. Repair and Resurfacing Products 19 l. Compatible with the specified coating product(s)in order to bond effectively,thus 20 forming a composite system 21 2. Used and applied in accordance with the manufacturer's recommendations 22 3. The repair and resurfacing products must meet the following: 23 a. 100 percent solids,solvent-free epoxy grout specifically formulated for epoxy *4 24 topcoating compatibility 25 b. Factory blended,rapid setting, high early strength,fiber reinforced,non-shrink 26 repair mortar that can be toweled or pneumatically spray applied and 27 specifically formulated to be suitable for topcoating with the specified coating 28 product used 29 C. GeatingLining Product 30 1. The materials to be utilized in the lining of manholes shall be designed and 31 manufactured to withstand the severe effects of hydrogen sulfide in a 32 wastewater environment. Manufacturer of corrosion protection products shall 33 have long proven experience in the production of the lining products utilized 34 and shall have satisfactory installation record. 35 2. 3000 PSI hydro blasting equipment shall be suited to remove corroded 36 materials from the existing concrete/brick structure. 37 3. Equipment for installation of lining materials shall be high quality grade and 38 be as recommended by the manufacturer. IMP CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised June 16,2017 City Project Number 02223 M am 333960-5 oft EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 8 1 4. The lining system to be utilized for manhole structures shall be a multi- 2 component stress skin panel liner system as described below: 3 a. Liner Installation Liner Moisture Barrier Modified Polymer Surfacer Polyurethane/Polymeric Blend Foam Final Corrosion Barrier Modified Polymer 4 5 5. Modified polymer shall be spravable,solvent free,two-component polymeric, 6 moisture/chemical barrier specifically developed for the corrosive wastewater 7 environment. 8 a. TYPICAL CHEMICAL ANALYSIS 9 1) "A" Component Viscosity,77°F,cps.,ASTM D-1638 300-400 Physical State Liquid Color Clear to Amber Hygroscopicity Reacts with Water ,rR 10 2) "B"Component Viscosity, 160° F,cps.,ASTM D-1638 400-600 Physical State Liquid Color Flamingo Pink Non-Volatile 100% "� 11 3) Reaction Profile(100 grams, 175°F sample) Gel Time,seconds 1-2 Tack Free Time,seconds 15 Cure Time,seconds 30 12 13 4) Processing A System /B System,volume ratio 1.00/1.00 14 5) Typical Physical Properties Tensile Strength,PSI >1500 Elongation, % >125 Tear Strength,PSI 350 Shore D Hardness 55-65 100% Modulus,PSI >1500 15 6. Polyurethane Rigid Structure Foam,low viscosity two-component,containing 16 flame retardants. 17 a. TYPICAL CHEMICAL ANALYSIS 18 1) "A" Component .. Viscosity,77°F,cps.,ASTM D-1638 200 Physical State Liquid Color Dark Brown Hygroscopicity Reacts with Water and Evolves with CO2 Gas CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised June 16,2017 City Project Number 02223 ON 333960-6 EPDXY LINERS FOR SANITARY SEWER STRUCTURES *r Page 6 of 8 1 2) "B" Component Viscosity,77°F,cps.,ASTM D-1638 600-1000 VV Physical State Liquid Color Tan Hygroscopicity Absorbs water rapidly 1 thus changing ratio 2 3 3) Reaction Profile(100 grams,77°F sample) r. Cream Time,seconds 1-4 Tack Free Time,seconds 5-8 Rise Time,seconds 6-10 4 r 5 4) Processing A System /B System,volume ratio 1.00/1.00 6 5) Typical Physical Properties Density,nominal,core,lbs/ft3 ASTM D-1622 @ 74°F 4-10 Compression Strength,ASTM D-1621 @74°F parallel rise; 90-150 PSI Closed Cell Content, %-ASTM 1940 @ 74°F Over 90 Shear Strength,PSI-ASTM C-273 @ 74°F 225-250 7 7. Total thickness of multi-component stress skin panel liner shall be a minimum 8 of 500 mils. 9 10 m 11 r.. 12 , 13 ub 14 D. Coating Application Equipment "'- 15 1. Manufacturer approved heated plural component spray equipment 16 2. Hard to reach areas, primer application and touch-up may be performed using hand 17 tools. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL 20 1. Testing 21 a. Take wet film thickness gauge per ASTM D4414 at 3 locations within the 22 manhole,2 spaced equally apart along the wall and 1 on the bench. 23 1) Document and attest measurements and provide to the City. 24 b. After coating has set,repair all visible pinholes by lightly abrading the surface 25 and brushing the lining material over the area. 26 c. Repair all blisters and evidence of uneven cover according to the 27 manufacturer's recommendations. 28 d. Test manhole for final acceptance according to Section 33 01 30. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part If Revised June 16,2017 City Project Number 02223 i ON 333960-7 A EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 8 1 PART 3- EXECUTION 2 3.1 INSTALLERS 3 A. All installers shall be certified applicators approved by the manufacturers. 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARATION 6 A. Manhole Preparation 7 1. Stop active flows via damming, plugging or diverting as required to ensure all • 8 liquids are maintained below or away from the surfaces to be coated. 9 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 10 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat .r 11 source. 12 a. Where varying surface temperatures do exist,coating installation should be 13 scheduled when the temperature is falling versus rising. 1 14 B. Surface Preparation 15 1. Remove oils,grease, incompatible existing coatings,waxes,form release,curing 16 compounds,efflorescence,sealers,salts or other contaminants which may affect the ;Ii 17 performance and adhesion of the coating to the substrate. 18 2. Remove concrete and/or mortar damaged by corrosion,chemical attack or other 19 means of degradation so that only sound substrate remains. 01% 20 3. Surface preparation method, or combination of methods,that may be used include 21 high pressure water cleaning, high pressure water jetting,abrasive blasting, 22 shotblasting, grinding,scarifying, detergent water cleaning,hot water blasting and aw 23 others as described in SSPC SP 13/NACE No. 6. 24 4. All methods used shall be performed in a manner that provides a uniform,sound, 25 clean,neutralized,surface suitable for the specified coating product. 0^ 26 3.4 INSTALLATION 27 A. General 28 1. Perform coating after the sewer line replacement/repairs,grade adjustments and 29 grouting are complete. 30 2. Perform application procedures per recommendations of the coating product 31 manufacturer, including environmental controls,product handling,mixing and 32 application. 33 B. Temperature 34 1. Only perform application if surface temperature is between 40 and 120 degrees F. 35 2. Make no application if freezing is expected to occur inside the manhole within 24 36 hours after application. 37 C. Geatin Lining 38 1. Spray apply per manufacturer's recommendation at a minimum film thickness of 39 125 mils. 40 2. Apply coating from bottom of manhole frame to the bench/trough,including the 41 bench/trough. CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised June 16,2017 City Project Number 02223 Pik 333960-8 EPDXY LINERS FOR SANITARY SEWER STRUCTURES A Page 8 of 8 1 3. After walls are coated, remove bench covers and spray bench/trough to at least the 2 same thickness as the walls. 3 4. Apply any topcoat or additional coats within the product's recoat window. 4 a. Additional surface preparation is required if the recoat window is exceeded. 5 5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating ' 6 flow. 7 3.5 REPAIR/RESTORATION [NOT USED] so 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD IoR] SITE QUALITY CONTROL an 10 A. Each structure will be visually inspected by the City the same day following the 11 application. 12 B. The inspector will check for deficiencies, pinholes and thin spots. 13 C. If leaks are detected they will be chipped back, plugged and coated immediately with 14 protective epoxy resin coating. 15 1. Make repair 24 hours after leak detection. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES 20 A. Upon final completion of the work,the manufacturer will provide a written certification 21 of proper application to the City. ... 22 B. The certification will confirm that the deficient areas were repaired in accordance with 23 the procedure set forth in this Specification. 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 6� 28 Revision Log wr DATE NAME SUMMARY OF CHANGE mill 29 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised June 16,2017 City Project Number 02223 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance .� GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements ' i CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 M GC-4.01 Availability of Lands CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I Oft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 no THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 00 00 GC-4.01 Availability of Lands Outstanding Temporary Rights-of Entry to be acquired: DESCRIPTION OWNER Tracts 1B X 2C International Union of Operating Engineers#178 James H Conwill Survey Abs 343 (D202040614) Lot 23X, Block 1 James H Conwill Survey Abs 343 William E.Conwill Survey Abs 342 The Trails of Marine Creek CAB.A SL.9828 Lot 24X, Block 1 D205015551 P.R.T.C.T. William E.Conwill Survey Abs 342 Tract 1F and Tract 1 VLMC Inc. A.S. Roberts Survey A-1262 and William E. (D216177192) Conwell Survey A-342 Tract 5A01 Oncor Electric Delivery Co.LLC A.S. Roberts Survey A-1262 (D153070229) �w CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 � 1' 02223—Marine Creek Interceptor Improvements Phase 2 Parcel# 1 6300 Cromwell-Marine Creek Road James H Conwill Survey Abstract 343, Tracts 1B 1C 2C CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § " That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described in D202040614 Tarrant County Deed Records, located in Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives,or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,20_. GRANTOR: d" (Please Print) (Signature) M (Authorized Title) •e TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 w Foe_ T�H. cc (¢ w I o m z EXISTING 15' SANITARY I p SEWER EASEMENT I m TEMPORARY RIGHT OF ENTRY I I I CROMWELL MARINE CREEK ROAD 200 0 200 400 EA7#W T'SIf01Y/NC 7EMPORARY RIGHT OF 7D N 7 ENTRY CITY OF FORT NORTH, TARRANT COUNTY, TEXAS AS RECOROM AV -- GRAPHIC SCALE IN FEET INSTRUMENT N0. 0202040614 Dm acaects aF TAwwr winm; mzts TROE NO. 1 ABSTRAQ J4., TRACT- 18 1C 2CJAMES H CONWILL SURVEY 02223—Marine Creek Interceptor Improvements Phase 2 Parcel#2 6700 Cascade Canyon Trail Lot 23X,Block 1,Trails of Marine Creek Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described in D205015551 Tarrant County Deed Records, located in Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. " This Right of Entry shall include the right of Grantee and its employees, agents, representatives,or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20_. .� GRANTOR: (Please Print) (Signature) -� (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 .. FOR*I W�OR�TH. REDEAGLE CREEK DRIVE \ EXISTING 15' SANITARY \ SEWER EASEMENT \ \ J cr- TEMPORARY RIGHT OF EN7RY Z Ow Q � UZ woo U U) U w w„ CROMWELL MARINE CREEK ROAD ,.. 200 0 zoo 400 TEMPORARY RIGHT OF ENTRY SMATED N VE CITY OF FORT WORTH, TARRANT COUNTY, TD(AS GRAPHIC SCALE IN FEET INSTRUMENT N0. 0205015551 DEW REaaays OF TARRwr aotxrn; mus TROE N0. 2 LOT- 23X, BLOCK. 1 THE TRAILS OF MARINE CREEK ADDITION 02223—Marine Creek Interceptor Improvements Phase 2 Parcel#3 6298 Redeagle Creek Drive Lot 24X,Block 9,Trails of Marine Creek Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY .r STATE OF TEXAS § .� § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described in D205015551 Tarrant County Deed Records, located in Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives,or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. «r EXECUTED this the day of , 20,. GRANTOR: (Please Print) (Signature) A (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 „� Foe_ r�H. so .. ear .s EAGLES REST DRIVE EXISTING 15' SANITARY SEWER EASEMENT MYSTIC FALLS DRIVE 1 TEMPORARY RIGHT OF ENTRY—�--� 1 •- l L _ REDEAGLE CREEK DRIVE 200 0 200 400 � Dawe,sr+nw -- TEMPORARY RIGHT OF EMRY SMM70 w n,E C17Y OF FORT NORTH, TARRANT COUNTY; TEXAS ORM AV GRAPHIC SCALE IN FEET INSTRUMENT N0. D205015551 AEID IAEAOrPDS AF TAwAw aounrn; TEXAS TROE N0, 3 LOT 24X, BLOCK: 9 THE FRAILS OF MARINE CREEK ADOITION T;1, ; 2017F E as __. INC. -;0TTIE L YNN Pk,;a 'g FORT - <- 02223—Marine Creek Interceptor Improvements Phase 2 Parcel #4 Boat Club Road A S Roberts Survey Abs. 1262 & William E. Conwill Survey Abs. 342 Tract 1F w CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described in D216177192 Tarrant County Deed Records, located in Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20_. �* GRANTOR: �• (Please Print) (Signature) �. (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 � Foe_ T WORTH ROBERTSON ROAD — '- CONCRETE r 0 C9 EXISTING 15' SANITARY TEMPORARY RIGHT OF ENTRY SEWER EASEMENT of� J Q cr a- IM N � Q J U a 0 m 300 0 300 600 E)o,YBl7''B'SMONlhG TEMPO!SM RIGW ME ENTRY CITY OF FORT WORTH, TARRANT COUNTY, TEXAS -- GRAPHIC SCALE IN FEET INSTRUMENT NO. 0216177 92 a RECORM xns of T�wr ciamy Tms TRv^c N0. 4 �un�fv� ABSTRACT. 342 & 1262 TRACT. IF, WILLIAM E CONWILL & A. S. ROBERTS SURVEYS �. 02223—Marine Creek Interceptor Improvements Phase 2 Parcel#5 Boat Club Road A S Roberts Survey Abstract 1262 Tract 1 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described in D216177192 Tarrant County Deed Records, located in Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20_. GRANTOR: �+ (Please Print) (Signature) ..� (Authorized Title) ..s AM TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 .o FOR1T WORTH 0 N N LL Q 0 cr m 0 m D TEMPORARY RIGHT OF ENTRY .r. I ROBERTSON ROAD I EXISTING 15' SANITARY SEWER EASEMENT �. 300 0 300 600 EX'Nw 18'SMO*M TEMPORARY RIGHT OF ENTRY 1 snwrm N M CITY OF FORT MORTH, TARRANT COUNTY, TEXAS -- GRAPHIC SCALE IN FEET INSTRUMENT NO. D216177192 Dav aEa W OF rWAWWwX TMS TROE NO. 5 ABSTRACT- 342 & 1262 TRACT- 1 WILLIAM E CONWILL & A. S. ROBERTS SURVEYS 02223—Marine Creek Interceptor Improvements Phase 2 Parcel#6 7210 Boat Club Road A S Roberts Survey Abstract 1262 Tract 5A01 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § .■ § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described in D153070229 Tarrant County Deed Records, located in Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the r` purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. .. EXECUTED this the day of , 20_. GRANTOR: (Please Print) (Signature) .. (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 �,, Foe_ T,�oRTH. I WJ BOAZ ROAD 07 .r I .r 0 N N 0 I Ir m J U N i TEMPORARY RIGHT OF ENTRY IXlS71NO 15' SANITARY I I SEWER EASEMENT -- -- -- -- ROBERTSON ROAD 400 0 400 800 - 7EMPO�RIGHT OF ENTRY SMM7M AV RE CITY OF FORT *VRTH, TARRANT COUNTY, 7IXAS GRAPHIC SCALE IN FEET INSTRUMENT NO. D15JO70229 Dw REmw or TAwAvr c%wry rms R , TROE N0. 6 ABSTRACT, 7262TRACT. 5A(]1 A. S. ROBERTS SURVEY GC-4.02 Subsurface and Physical Conditions CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 �o GEOTECHNICAL ENGINEERING STUDY MARINE CREEK INTERCEPTOR IMPROVEMENTS FORT WORTH, TEXAS Presented To: HDR Engineering, Inc. April 2017 PROJECT NO. 2390-17-01 7636 Pebble Drive CMJ ENGINEERING, INC. Fort Worth,Texas 76118 www.cmjcngr.com April 20, 2017 Report No. 2390-17-01 HDR Engineering, Inc. 600 West Sixth Street, Suite 100 Fort Worth, Texas 76102 Attn: Ms. Asha John, P.E. GEOTECHNICAL ENGINEERING STUDY MARINE CREEK INTERCEPTOR IMPROVEMENTS FORT WORTH, TEXAS Dear Ms. John: Submitted here are the results of a geotechnical engineering stud for the referenced project. The 9 9 g Y p J geotechnical services were authorized via Sub-consultant Agreement with HDR Engineering, Inc. dated January 25, 2017 and executed by Mr. Ramon Miguez, P.E. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would y appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to HDR Engineering, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING,INC. T m FIRM REGISTRATION No.F-9177 w WILLIAMS '. 52525 • -.4 Matthew W. Kammerdiener, E.I.T. Garrett E. Williams, P.E''�•;! ' 1STtiR� ��-`� Staff Engineer President 4115."4�6j* 44R4177r1+r1 Texas No. ET-48854 Texas No. 52525 « copies submitted: (2)Ms. Asha John, P.E..; HDR Engineering, Inc. (email& mail) ,IY4 L Phone(817)284-9400 Fax(817)589-9993 Metro(817)589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION---------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING 3.0 SUBSURFACE CONDITIONS------------------- --------------------------------3 4.0 TRENCH/BORE EXCAVATIONS------------___ �. 5.0 SEISMIC CONSIDERATIONS------_______—__________________ 6.0 GENERAL EARTHWORK--------------------__----—_-__ 7.0 CONSTRUCTION OBSERVATIONS----_______------------_----___—___----—__—_______—_—______12 8.0 REPORT CLOSURE---------------------------------------------------------------------------------------12 .r APPENDIX A r■ Plate Planof Borings-----------------------------__------------------------------____—__----------------A.1 Unified Soil Classification System---------________ __________ ________________—________—�____q 2 .. Key to Classification and Symbols------------------------------------------__________--------—__A.3 Logsof Borings-------_________W_____.___—_________—-----—------—__—____________________A.4—A.17 Analytical Test Results---------------------------- ---------------------______—_______—A.18 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for a new sewer line from the vicinity of Robertson Road and Boat Club Road southeast to the vicinity of Texas Shiner Drive and Huffines Boulevard in Fort Worth, Texas. Plate A.1, Plan of Borings, depicts the project vicinity and locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the utilities could change. The recommendations contained in this report are based on data supplied by Kimley-Horn and Associates, Inc. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our �.► recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 8. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No.2390-17-01 CMJ ENGINEERING,INC. no Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by fourteen (14) vertical soil borings. Borings B-1 through B-12, B-14 and B-15 were drilled to depths of 5 to 25 feet along the proposed alignment. Boring B-13 was not drilled due to safety and accessibility issues. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.17 and keys to classifications and * symbols used on the logs are provided on Plates A.2 and A.3. .. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed *'* sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the Report No.2390-17-01 CMJ ENGINEERING,INC 2 rw penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is ..- recorded at the respective testing depths on the boring logs. Groundwater observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Electrical resistivity laboratory testing was performed on selected soil samples. The tests indicate that the subsurface soils are considered highly corrosive to buried ductile iron, cast iron, steel and galvanized pipe and mildly corrosive to buried concrete structures in the test areas. The results of these tests are attached on Plate A.18. 1 The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. L 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring'logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Report No.2390-17-01 CMJ ENGINEERING,INC. 3 �*» Soils encountered consist of dark brown, brown, tan and gray silty clays, shaly clays and clays. The upper two to five feet of soils within Borings B-1, B-2 and B-4 were noted as fill or possible fill materials. The various clays encountered often contain limestone fragments, calcareous nodules, ironstone nodules and iron stains. .� The clayey soils generally range from stiff to hard (soil basis) with pocket penetrometer values ranging from 1.75 to over 4.5 tsf. The clayey soils classify as CL and CH according to the USCS .. Classification System, with tested Liquid Limit (LL) and Plasticity Indices (PI) of 29 to 81 and 13 to 58, respectively, Tested unit weight and unconfined compressive strength values range from 87 to 109 pcf and 2,180 to 7,210 psf, respectively. Tan limestone is next present in Borings B-1, B-3 through B-12, B-14 and B-15 at depths of 1 to 8 feet. The tan limestone contains clay seams and layers and occurs fractured in select reaches. The tan limestone is generally moderately hard to very hard (rock basis) with Texas Cone Penetrometer (THD) values of'/to 3Y2 inches of penetration per 100 blows. Borings B-3 and B-5 were terminated within the tan limestone at a depth of 15 feet. Gray limestone or gray shale is next encountered in Borings B-1, B-4, B-6 through B-12, B-14 and B-15 at depths of 7 to 17 feet. The gray limestone typically contains shaly limestone seams and shale seams and layers. The gray shale often contains limestone seams and layers. The gray a~ limestone is hard to very hard (rock basis) with Texas Cone Penetrometer(THD) values of%to 1% inches of penetration per 100 blows. The gray shale is moderately hard to hard (rock basis) with Texas Cone Penetrometer(THD) values of 1%to 4Y2 inches of penetration per 100 blows. Borings B-1, B-4, B-6 through B-12, B-14 and B-15 were terminated within the gray limestone and gray shale at depths of 15 to 25 feet. 3.2 Ground water Observations The borings were advanced using continuous flight augers to check the relative elevation of water in the boreholes during and at completion of drilling operations. Ground-water seepage was .r observed at depths of 2 to 13 feet during drilling in Borings B-3, B-5, B-8, B-12 and B-15 with water levels of 5 to 15 feet measured at completion. All other borings were dry during drilling and at completion. The following water level readings were obtained: Report No.2390-17-01 CMJ ENGINEERING,INC. 4 TABLE 3.3-1 Ground-Water Observations Boring Seepage During Water at No. Drilling(ft.) Completion (ft.) B-1 Dry Dry B-2 Dry - B-3 7 12 B-4 Dry Dry B-5 13 12 B-6 Dry Dry B-7 Dry Dry B-8 5 14 B-9 Dry Dry B-10 Dry Dry ... B-11 Dry Dry B-12 5 5 B-14 Dry Dry ... B-15 2 1 15 While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground-water conditions will vary with fluctuations in rainfall. Seepage levels near the observed levels should be anticipated throughout the year. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground-water can flow through more permeable zones or occur atop/within the tan limestones and should be considered when developing the design and construction plans for the project. .� Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in ground-water and due to the unpredictable nature of ground-water paths. Therefore, it is necessary during construction for the contractor to be observant for ground-water •w seepage in excavations in order to assess the situation and take appropriate action. Due to the variable subsurface conditions, long-term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometers or observation wells which are sealed to prevent the influence of surface water, Report No.2390-17-01 CMJ ENGINEERING,INC. 5 •. wr .. 4.0 TRENCH/BORE EXCAVATIONS 4.1 Expected Subsurface Conditions The anticipated surface soil conditions consist generally of stiff to hard silty clays, shaly clays and clays underlain by limestone and/or shale. Conventional earth moving equipment is expected to be suitable for excavating the overburden soils; however, it should be noted the presence and prevalence of the limestone fragments present within the upper clay soils pose a difficulty in excavation. Limestone fragments or seams can be quite large, very hard, and difficult to remove. Heavy duty excavation equipment will be necessary within the limestone and shale strata, depending on rock hardness. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay •• seams beyond the planned excavation. Although not encountered in the borings, more granular materials could be present within the influence of the creek and some caving may occur due to the low to non-plastic nature of these materials. 4.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays, it is expected that near vertical excavation walls will be possible. In the case that excavations occur through soft clays, granular soils, non-compacted fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near existing structures. A pre-construction condition survey should be performed Report No.2390-17-01 CMJ ENGINEERING,INC. 6 r I «.r prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should .. be performed to verify that existing structures are not impacted or damaged by construction operations. 0.0 4.3 Comments on Horizontal Bores All borings encountered predominately limestone materials below depths of 1 to 8 feet. Any tunnel bores extending into the limestone strata will be encountering moderately hard to very hard and intact rock. The upper soils also appear to present difficulty in tunnel boring activities, as limestone fragments are present. The limestone materials will likely require rock drilling equipment and tools to remove/excavate/drill through due to their hardness and abrasiveness. Installation by pipe jacking is likely not feasible in these materials, given the predominate presence of the limestones. 4.4 Trench/ Bore Pit Dewatering Ground-water seepage was encountered in select borings. Ground-water conditions can vary with seasonal fluctuations in rainfall. Controlling the ground-water is essential to construction of the sewer line. Failure to control any encountered ground-water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement, and pipe deflections after backfilling. Ground-water levels should be maintained at least two feet below the .� base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. .. 4.5 Pipe Installation Bedding i To assure adequate base support for the pipe, it is recommended that bedding/embedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil •� Report No.2390-17-01 CMJ ENGINEERING,INC. 7 interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of gravel/stone from 1" to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. The filter cloth should be TenCate Geosynthetics Marifi 140N or equivalent. 4.6 Trench Backfill Pipe embedment should be a coarse-grained cohesionless material that will properly fill the area below the spring line of the pipe. This bedding should extend above the pipe a minimum of 6 inches to provide protection of the pipe during placement of the trench backfill. Site excavated materials are generally considered suitable for use as backfill above the pipe -- bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Significant processing of the on-site limestone will be required in order to utilize as backfill. Backfill should be compacted in maximum 8-inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. Clay soils having a Plasticity Index greater than 20 should be compacted at a moisture content +^� ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 .,, percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28-day compressive strength ranging between 50 and 200 psi. In order to reduce the potential for erosion, cement stabilized sands or flowable concrete can also be considered where the pipe exits slopes associated with drainage swales, and will not require compaction after placement. Report No.2390-17-01 CMJ ENGINEERING,INC. 8 a. 4.7 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on- site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. The trench backfill could be over-built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over-built by one foot and sloped down to match grade at the edge of the excavation. 4.8 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. 5.0 SEISMIC CONSIDERATIONS Based on the conditions encountered in the boring for the above referenced project the IBC-2016 site classification is TYPE C for seismic evaluation. ',�IIII},iw 6.0 GENERAL EARTHWORK ,L 6.1 Site Preparation & Field Testing The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy Report No.2390-17-01 CMJ ENGINEERING,INC. 9 OM no pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. Fill material should be compacted to at least 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnical working in conjunction with the project geotechnical engineer. Field testing is a critical element in controlling the compaction of fill to limit settlement. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor Report No.2390-17-01 CMJ ENGINEERING,INC. 10 and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 6.2 Excavation 1 The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which «4 are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 6.3 Soil Corrosion Potential Electrical resistivity laboratory testing was performed on selected soil samples. The tests indicate that the subsurface soils are considered highly corrosive to buried ductile iron, cast iron, steel and galvanized pipe and mildly corrosive to buried concrete structures in the test areas. The results of these tests are attached on Plate A.18. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 6.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. Report No.2390-17-01 CMJ ENGINEERING,INC. 11 L rs 7.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must .■ assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 8.0 REPORT CLOSURE *� The borings for this study were selected by HDR Engineering, Inc. The locations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates Report No.2390-17-01 CMJ ENGINEERING,INC. 12 w.. " of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our ..� recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations Report No.2390-17-01 CMJ ENGINEERING,INC. 13 am contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of HDR Engineering, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.2390-17-01 CMJ ENGINEERING,INC. 14 ■■ 1 'ix A �F y ■ yN ■ 4 b {fig# ■■ ..- ■ a;h 1 i1 !11 a PLAN OF BORINGS �ENGINELR[NG,INC. MARINE CREEK INTERCEPTOR PLATE IMPROVEMENTS A. f CMJ PROJECT No. 2390-17-0; FORT WORTH, TEXAS Major Divisions Sym' Typical Names Laboratory Classification Criteria m Well-graded gravels,gravel- D tD,,,}Z LM - m GW sand mixtures,little or no y C� _°4 greater than 4: GG_51d between 1 and 3 V o fines o D+a 1310 x D, 1c N N O .N� aoi Poorly graded gravels, gravel E v N GP sand mixtures,little or no rn rn N Not meeting all gradation requirements for GW Z W ,a v fines ti U 2 8 8 CD w d y 3 m :� Liquid and Plastic limits Z o Silty gravels,gravel-sand-silt y a „ „ Liquid and plastic limits ci ,,_ E GM �; �, below A line or P.I. 6 r y mixtures Z > greater than 4 plotting in hatched zone y Y N w V o Cn between 4 and 7 are c CO borderline cases - r a� o ^'o Liquid and Plastic limits w °' Clayey gravels,gravel-sand- N „ „ requiring use of dual r°n �, `o 12 n GC c o above A line with P.I. symbols •o g n clay mixtures Co Z .. ¢ ; greater than 7 120 v_i E: e IM_ ,� 0 - e a m y aNi Well-graded sands,gravelly : °4 D� tD� C SW ? ? C. greater than 6: Ce-- --••- between 1 and 3 c E sands,little or no fines W H D�o Deo x D, UE rn uric me 61-0 CU O N af6i 0 Poorly graded sands; m SP gravelly sands,little or no c w Not meeting all gradation requirements for SW > v finesAD w w c D y O o C.N c N Cno � O y LO U d �, c 8 2 4) Liquid and Plastic limits `o c Z c o SM Silty sands,sand-silt N Y N below"A"line or P.I.less E c ,� mixtures 3 �, a, Liquid and plastic limits �- r � � M N Q o 0 p o than 4 plotting between 4 and 7 o.o ° are borderline cases w NO y Liquid and Plastic limits requiring use of dual GO) `c SC Clayeymixtures sand-clay - r N above A line with P.i. symbols Q �, m @ greater than 7 S 00 u Inorganic silts and very fine sands,rock flour,silty or U') ML clayey fine sands,or clayey v, `m silts with slight plasticity N Inorganic clays of low to so W medium plasticity,gravelly w N w CL clays,sandy clays,silty 5 clays,and lean clays G U CH Z Q _J Organic silts and organic silty 4 OL clays of low plasticity x a� p W - v E X30 Inorganic silts,micaceous or 9 MH diatomaceous fine sandy or @ off a d MH ANc N M silty soils,elastic silts a 2 •P 11 16 t��c�' 4) E c� 16 CL o v 2CH Inorganic clays of high .. r M C plasticity,fat clays 10 r E 7 M (n = 1 4 ML a d OL 7 Organic clays of medium to 0 d OH high plasticity,organic silts o 10 20 30 40 50 60 70 60 so 100 Liquid Limit v o Pt Peat and other highly organic Plasticity Chart 0 N soils .- UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES m GRAVEL LEAN CLAY LIMESTONE m s •;:o SAND • SANDY _ SHALE SILT SILTY SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Gr.:r7>TFZecomy oda PLASTIC CLAY Tube Spoon Core Pen TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils(More than 50%Passing No.200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained S 0 i I S(More than 50%Retained on No.200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife , Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite,dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency., texture,and general appearance approaching soil .� KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 CMJ Project No. Boring No, Project Marine Creek Interceptor Improvements srrcuveswrrcuvc. 2390-17-01 B-1 Fort Worth,TX Locution Water Observations See Plate A.1 No seepage encountered during drilling;dry at completion Completion Completion Depth 20.0' Date 3-20-17 Surface Elevation 1 Type B-53 w/CFA LL N O CL m N C a E E `off O � v 0 Stratum Description ,� r,M o o � U. 240 ��IL CN 'S 3 v - rx �Yy DU.. Mac N> S:tz in= mm yc ad W a oy(6 w.� ;g� YE my oo eA � oo r� m(L am JJ L� a5 �u DJ =3a IL CLAY,brown,w/limestone fragments,hard(filo 4.5+ 18 4.5+ 13 CLAY,dark brown,w/limestone fragments and Ironstone nodules,stiff to very stiff 2,5 23 92 2180 �I 5 2.5 81 23 58 33 e� 4.0 32 D LIMESTONE,tan,very hard 00/0.25' 1 LIMESTONE,gray,w/shale seams,hard to very hard 100/1" 1 -- SHALE,gray,w/limestone seams,hard AIM -- 100/1.4" 2 -- — _------------- w w I +M +wr s.s. r a 0 f U a' Lt 0 i5 z z E aw o m LL O o LOG OF BORING NO. B-1 PLATE A.4 rw Project No. Boring No. Project Marine Creek Interceptor Improvements CMJ ENGINEEEING E4C 2390-17-01 B-2 Fort Worth,TX am Location Water Observations See Plate A.1 No seepage encountered during drilling Completion Completion Depth 5.o, Date 3-20-17 _ WIN Surface Elevation Type B-53 w/CFA LL .0 CL & N c u- co r: maast– ' m P)-0Stratum Description cv . 8E t/w a ov oo E coo� on aaJ a� a5 2U D Ua CLAY,brown,w/limestone fragments,hard(fill) 4.5+ 7 4.5+ 48 15 33 14 -w/abundant limestone fragments below 2' _ -boring terminated upon encountering underground —5—% water line at 5' / r� G4 ■.e oft Oft wM 1rr a o � c� U U I C7 N U' Z O M LL g LOG OF BORING NO. B-2 __ PLATE A.5 CMJ ENGINEERING INC. Project No. Boring No. Project Marine Creek Interceptor Improvements 2390-17-01 B-3 Fort Worth,TX Location Water Observations See Plate A.1 Seepage at 7'during drilling;water at 12'at completion Completion Completion Depth 15.0' Date 412-17 Surface Elevation Type B-53 w/CFA o S �LL .. xa a E E �v z U- M Stratum Description o o 1. LU Cal 0 0vi m N c-E m E ma 'o o c W C o '' rr D a ma.i.- ain JJ a 7 n.5 2U 7� m0a Ct_,0.Y,dark brawn,wl calcareous nodules and 1.75 34 rnsane stiff to very stiff 1.75 81 24 57 32 89 3130 4.0 32 LIMESTONE,tan,fractured,w/clay seams and layers,moderately hard 00/2.25' —5 100/2.5" 1 1 -gray limestone layer at 14' 100/1" rw we w Q a v a 4 n z it � m LL o LOG OF BORING NO. B-3 PLATE A.6 Project No. Boring No. Project Marine Creek Interceptor Improvements CMJ ENGINEERING INC. 2390-17-01 B-4 Fort Worth,TX w. Location Water Observations See Plate AA No seepage encountered during drilling;dry at completion Completion Completion Depth 25.0' pate 4-12-17 +* Surface Elevation Type B-53 w/CFA LL �O d N C W NrA YE E a1.2 L1 0S 0 c iS 0 Z Stratum Description S U `c �L' N > >= m� maxi !�c �N E W (7 oyv1 o4) vE joE 1-00o c coo im x- Ix LOAF- IT0 JJ a� a..s mo5: �Uo. CLAY,dark brown,w/limestone fragments,very L3.2 24 stiff(possible fill) 79 31 48 391 1 CLAY,dark brown,w/limestone fragments and 31 93 3480 so ironstone nodules,very stiff 22 ,,CLAY,brown,w/limestone fragments,very stiff5 LIMESTONE,tan,fractured,w/clay layers,hard -1'thick clay layer at 7' 4.5+ 17 1 LIMESTONE,tan,wi clay-seams and layers,very 00/0.75' hard I 00/0,25 A 1 LIMESTONE,gray,hard to very hard 100/0.6" -w/shale seams below 22' 25 ------ 00/1.25' r� 0 c� U 4 0 n C7 2 fY O m LL b LOG OF BORING NO. B-4 PLATE A.7 w� Project No. -Boring No. Project Marine Creek Interceptor Improvements CMj ENGINEERING INC. 2390-17-01 B-5 Fort Worth,TX w Location Water Observations See Plate A.1 Seepage at 13'during drilling;water at 12'at completion Completion Completion Depth 15.0' Date 412-17 Surface Elevation Type B-53 w/CFA LL O Eo`c o o o Q o N Stratum Description ,� Z e o _ `� C �� U O f7 My DU O O'C U 3 �u N > > in= maxi c uE � LU a o (D CU.2 E mE Aro oo c. coo .. rr o: maw ami a as 2U �� �Ua CLAY,brown,w/calcareous nodules,iron stains 4.5+ 67 28 391 32 and limestone fragments,hard 4.5+ 23 LIMESTONE,tan,fractured,w/clay seams and �► layers,moderately hard to hard 5 100/3.5" .rrr 10 100/1.6" 00/1.75' s h A n m a 0 U a 4 rrr CS N O Z x OL, O o L0 G OF BORING NO. B-5 PLATE A.8 a* ___._.-._._ cmi ENGINEERING INC. Project No. Boring No. Project Marine Creek Interceptor Improvements 2390-17-01 B-6 Fort Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling;dry at completion Completion Completion Depth 20.0' Date 4-12-17 ow Surface Elevation Type B-53 w/CFA o " Stratum Description ,� D LL D o o z= E a L: 'y at T..3 — w OU a 3C N � 3'_ N't' y VlC CN 1� - C W C7 2m� asLD vE mE mv� 'oo ca 800 Cr w maH (L(AJJ CLD a5 20 >—J DL)a. CLAY,dark brown,w/calcareous nodules,very stiff 3.25 31 87 3850 CLAY.brown,w/calcareous nodules and limestone 4.5+ 24 j fragments, hard 4.5+ 57 2829 17 X14 LIMESTONE,tan,fractured,w/clay layers,hard 00/1.75' 5 - -- i LIMESTONE tan,w/clay seams and layers,, hard 00/1.75 1 LIMESTONE gray,vw/shaly limestone seams,hard to very hard 00/1.25' 15 100/0.9" �w o c� U CL4 0 M N m IIM 2 0: O m U. LOG OF BORING NO. B-6 PLATE A.9 r - - CNU ENGINEERING INC. Project No. Boring No. Project Marine Creek Interceptor Improvements 2390-17.01 B-7 Fort Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion Completion Completion Depth 20.0' Date 4-7-17 Surface Elevaticn Type B-53 w/CFA IL p N CO M t O. 6 CV C LL d T O c LL �'y Q N N C Stratum Description o X - a ytY c � c>� ' as OU ' R.0 LU C7 o m�? m cE m E my a oc� c o 0 ISR IC M to(L F- d U) J J (L:Zi a S 2 MOM CLAY,dark brown,wl calcareous nodules and 2.5 20 - ironstone nodules,stiff to very stiff 2.75 72 24 48 30 4.25 28 CLAY,brown,w/calcareous nodules and limestone 4.5+ 24 102 3950 fragments,hard 4.5+ 24 5 LIMESTONE,tan,fractured,wl Gay layers 10 LIMESTONE,tan,w/clay seams and layers,very 100/0.6" hard LIMESTONE gray,w/shalt'limestone seams,very hard 1 100/0.9" ar 2 ___ 100/0.6" aw w a� v 0 U a' ar 4 8i N Z +�f O A7 O o LOG OF BORING NO. B-7 PLATE A.10 ,w on Project No. Boring No. Project Marine Creek Interceptor Improvements CMJ ENGINEERING INC. 2390-17.01 B-8 Fort Worth,TX Location Water Observations See Plate Al Seepage at 5'during drilling;water at 14'at completion Completion Completion Depth 20.01 Date 412-17 ass Surface Elevation Type B-53 w/CFA LL 0 9 o _ CL ` Ol N c L a E E o N Stratum Description a o o v z �+tYly � ti o � x tea; �V pnID U 3 C y > 7- tll= N N y G Vj U E 7 W d o dN m m vE co E Dov —00 'ca coo q� a mo � o_c'n �� a� a_c �U �� �Ua CLAY,dark brown,w/calcareous nodules, 3.5 27 ironstone nodules and limestone fragments,stiff to 3.75 54 17 37 23 very stiff 2.75 31 91 3050 4.0 27 5 LIMESTONE,tan,fractured w/clay seams,hard 100/1.5" LIMESTONE,tan,w/clay seams,hard 00/1.75' 1 =_ SHALE,gray,w/limestone seams LIMESTONE,gray,w/shaly limestone seams and shale seams,hard to very hard 15 10011" - urrr 100/1.1" I� wa r a U 0 N z LL0 m o LOG OF BORING NO. B-8 PLATE A.11 J CMJ ENGINEERINGINC. Project No. I Boring No. Project Marine Creek Interceptor Improvements 2390-17-01 B-9 Fort Worth,TX *� LOCatlon Water Observations See Plate A.1 No seepage encountered during drilling;dry at completion Completion Completion .w Depth 15.0' I Date 412-17 Surface Elevation Type B-53 w/CFA LL p ? O 0. (i N CO LL o Stratum Descriptiono _ r o y� c �_ aI OV c pv U 3C , y > r- 0 7� N N yC tN C w a omrn and cE of i�v oo ca ` a It Ixmal— am :3:D1 a:m a5 n 3, :DUa SILTY CLAY,brown,wt limestone fragments,hard 3.0 20 25 LIMESTONE,tar,fuer rcd,wl clay layers LIMES TOME tan,wl clay seams and layers.hard 0011.25' 5 LIMEST(]NE,mnv wf shaly iir�astnne seams,very 00/0.25 1 t,artl •r ----------------------- 15 100!0.4„ rr ■r rw a a 0 U 4 � Q Z d' r m LL o LOG OF BORING NO. B-9 ___ PLATE A.12 Project No. I Boring No. Project Marine Creek Interceptor Improvements CMJ ENGINEERING INC. 2390-17-01 B-10 Fort Worth,TX Location Water Observaticns See Plate A_.1 No seepage encountered during drilling;dry at completion Completion Completion Depth 25.01 1 Date 412-17 . Surface Elevation Type B-53 w/CFA -� o _ CL T EOE_ a N Stratum Description ,� ;� LL m U Q 3�L' c0� Er w d2y� NL E toE Av oo r- coo W W m(Lt- O.to � (LZ (LE 2U » DUa. CLAY, nark Lrown and brown,w/cafearenu 1.76 35 agr ants 2.0 1 1 64 23 41 32 LIMESTONE, pan, . :,lay ha'd .. 100/0.5" 5 SHALE,gray,wl I mestone seams,moderately hard 10014.5" _10— LIMESTONE,gray,wl snaly Ipmestone seams and shale seams,hard to very hard 15 100/11, l�yf'Ik 2 100/0.9" 2 ----------------------- 100/1.1" — wr I r` o c� U Cl 4 r O O' N L7 0 m o LOG OF BORING NO. B-10 PLATE A.13 Project No. Boring No. ProjectMarine Creek Interceptor Improvements CMJ Er�cINEERINc INC. 2390-17-01 B-11 Fort Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling;dry at completion Completion !on Depth ® 15•0. Date 412-17 Surface Elevation ' Type B-53 w/CFA o I ISM :E� O O. E O c N Stratum Description LL ID �,� o o �,� L) 3 = N > 7- fA ViN yCl•- N LU 2a)16 m� E � E Dov o c aaoa mo-►•= am �M CL_3 a5 2U DUa CLAY,dark brown wl c careous nodules and 4.6 74 27 47 32 - lirnestone f,agmen:s very stiff LIMESTONE,tan,fracture;r '.vi clay layers LIMESTONE,tan,wl clay s and layers, moderately hard 100/2.5" -5- Ra 1 LIMESTONE,gray, hard to very hard 100/1" w/shale seams below 13' rt�r r uw a 0 U a� t� slYi q 0 ro N z Z Ix U NLOG OF BORING N©. B-11 PLATE A.14 s __ — -- CMJ ENGINEERING INC. Project No. Boring No. Project Marine Creek Interceptor Improvements 2390-17-01 B-12 Fort Worth,TX Location Water Observations See Plate A.1 Seepage at 5'during drilling;water at 5'at completion Completion Completion Depth 25.0' Date 410717 Surface Eievation ; Type B-63 w/CFA u. a w c r oE z LL 0 o N Stratum Description o R �L ; u�WLL y Oi �� X E.2 �V Pi LU Cal acid �p o'E wEImv 'oo 'cUi coo uw a mo_~ am �::, Kz LE My �3 �0n. CLAY,brown,w/calcareous nodules,iron stains 3.5 27 arid I mestane very stiff 3.0 66 21 48 14 LIMESTONE,'an,fractured,wl clay layers r 5 LIMESTONE,tan, wl clay seams,hard 10011.5" LIMESTONE,gray ——_ SHALE,gray,w/limestone seams,moderately hard 00/3.75' 1 — to hard J 00!2.75 15 j -- I 100!1.5" 2 - 100/2" CL a O O U Q 0 O O of LOG OF BORING-No. B-12 _ PLATE A.15 k .r. Project No. Boring No. Project Marine Creek Interceptor Improvements CMJ ffivcnrRrrrc INC 7390-17-01 B-14 Fort Worth,TX r Location Water Observations ___. See Plate A.1 No seepage encountered during drilling;dry at completion Completion Completion Depth 20.01 1 Date 47-17 Surface Elevation Type B-53 w/CFA H o ry r aCL � c o e LL it a �._ Stratum Description o �; �* r40 y0:LL yai -10-20- x mj a6 a� Nom' N d C . t3? w d odd m� gE mE m'v oo cm coo CLAY,tan and brown,wl calcareous nodules and 4.25 21 ronstone noduses,very stiff LIMESTONE.tan,fractured 06 LIMESTONE,tan,w/clay seams and layers, moderately hard to hard 100/2" 5 r� SHALY CLAY tan and gray,w`limestone fragments and iron stains,hard 4.5+ 58 24 34 19 109 7210 -10 .rA —— SHALE,gray 1 LIMESTONE,gray,w/shale seams and layers, 00/1.25' hard to very hard 2 100/0.9"1 ---------------- __— w wr m s � f U a' q 4 0 r C7 Z m 0 Q LOG OF BORING NO. B-14 PLATE A.16 -.-- CMJ$►vcrr�xurc INC. Project No. Boring l�lo Project Marine Creek Interceptor Improvements 2390-17-01 B-15 Fort Worth,TX Location Water Observations See Plate A.1 Seepage at 2'during drilling;water at 15'at completion Completion Completion Depth 25.0- 1 Date 4-1247 Surface Elevation Type B-53 w/CFA N O d A E O� O oIJ. yNQ o NcoStratum Description o o LL m LL •yN X •'m OV OaI V 3C N > M. N� N9 NC N UE7 w C7 ayr/? mm cE mE cov oo c coo x maF- am �n rim a 20 >: �Uo_ SILTY CLAY,brown,w/abundant limestone 4.5+ 12 " fragments,hard 9 4.5+ 29 16 13 10 LIMESTONE,tan,w/clay layers,hard 00/1.25' 5 SILTY CLAY,tan 1 ——_ SHALE,gray,w/limestone seams and layers, moderately hard 1 100/4.5" 2 00/3.75' — 100/2.5" t� m a 0 c� U a' c? R N z 0 0 m LL o LOG OF BORING NO. B-15 PLATE A-17 w SOIL ANALYTICAL TEST RESULTS Project: Marine Creek Interceptor Improvements Fort Worth, Texas Project No.: 2390-17-01 Boring No. Depth Apparent Resistivity (ft.) (ohm-cm) B- 1 1 -2 1,256 •� B 4 1 -2 653 B- 7 2-3 1,683 B— 8 3-4 4,270 CMJ ENGINEERING,INC. PLATE A.18 GC-6.06.D Minority and Women Owned Business Enterprise Compliance CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I „ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 -- FORT WORTH City of Fort Worth Page ? of 4 Subcontractors/Suppliers Utilization Form for Change Orders PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: M/W/DBE NON-I', '3,F Change Order Date City's M/WBE Change Order Goal: Prime's M/WBE Change Order Utilization: PROJECT NUMBER % Is this form being submitted with the Acceptance of Previous MWBE Commitment Form? Yes❑ No F] , If yes, provide the MWBE commitment percentage 7/p 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 Managing Department on or before 5:00 p.m. five (5) City business days 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 M/WBE 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 M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise(DBE) is synonymous with Minority/Women Business Enterprise(M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The 7/8/10 Page 2 of 4 MANBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-MNVBEs. Please list MNVBE firms first, use additional sheets if necessary. Certification o .. (check one) n SUBCONTRACTOR/SUPPLIER T Company Name ; N T Detail Detail Address i M WC X M Subcontracting Work Supplies Purchased Dollar Amount T D w P r E E R O B Tele hone/Fax +• C T E A w ra 7/8/10 Page 3 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. 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 contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE 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 M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(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 and create a material breach of contract 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/Title(if different) Company Name Telephone and/or Fax Address E-mail Address 7/8/10 Page 4 of 4 CWSMOIZIP Date 7/8/10 ATTACHMENT 1C Page I of 4 FORT WORTH City of Fort Worth Disadvantaged Business Enterprise DBE Good Faith Effort Form OFFEROR COMPANY NAME Check apphcable block to describe Offeror PROJECT NAME: BID DATE City's DBE Project Goal: Offeror's DBE Project Commitment: PROJECT NUMBER % If the Offeror did not meet or exceed the DBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the DBE 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, I thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation 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 DBE or non-DBE. (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 DBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing / / No 3.) Did you solicit bids from DBE 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 DBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from DBE 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 DBE firm, ea rson contacted, phone number and date and time of contact.) -. No 5.) Did you solicit bids from DBE 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 DBE 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 DBE 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 DBE 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 deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire DBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 6. 7.) Did you provide plans and specifications to potential DBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the DBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the DBEs 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 DBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the DBE 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 DBE 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 DBE(s) listed was/were contacted in good faith. It is understood that any DBE(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 FoP,T WoR'FH CITY OF FORT WORTH DBE Joint Venture Eligibility Form All questions must be answered;use"NIA"if not applicable- no pplicableno Name of City project: A joint venture form must be completed on each project UP/Bid/Purchasing Number: w 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 DBE firm Non-DBE firm name: name: Business Address: Business Address: City,State,Zip. City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile M" Cellular Cellular ow Certification Status: Name of Certifying Agency: rt 2. Scope of work performed by the Joint Venture: Describe the sco a of work of the DBE: Describe the scope of work of the non-DBE: dMM Rev.2/10/15 Joint Venture Page 2 of 3 3.What is the percentage of DBE 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 venture agreement) Profit and loss sharing: Capital contributions,including equipment: ---_-•- "�` Other applicable ownership interests: 6. Identify by name,race,sex and firm of 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 DBE 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 DBE Program. 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 r„R venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. --------- —- —-- ------------------------------------------------------------------------------------------- Name of DBE finn Name of non-DBE firm Printed Name of Owner Printed Name of Owner w� Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date MR Notarization ON State of County of On this day of ,20 ,before me appeared and .r 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. .r Notary Public Print Name •� Notary Public Signature Commission Expires (sea[) w.e Rev.2/10/15 ATTACHMENT 1B FORT WORTH Page 1 of 1 .. City of Fort Worth Disadvantaged Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: M/W/DBE NON-MM//DBE BID DATE City's DBE Project Goal: Offeror's DBE Project Commitment: PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C (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 1C. This form is only applicable if bDIh 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 DBE(s)on this contract,the payment thereof and any proposed changes to the original DBE(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 DBEs 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 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 JPORT WORTH City of Fort Worth Disadvantaged 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 DBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Disadvantage Business Enterprises (DBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of DBE firms to a level comparable to the availability of DBEs that provide goods and services directly or indirectly to the City. All requirements and regulations stated in the City's current Disadvantage Business Enterprise Program apply to this bid. DBE PROJECT GOALS The City's DBE goal on this project is %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$50,000 or more where a DBE subcontracting goal is applied, bidders are required to comply with the intent of the City's DBE program by either of the following: 1. Meet or exceed the above stated DBE goal through DBE subcontracting participation,or 2. Meet or exceed the above stated DBE goal through DBE 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 subcontractinglsupplier 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 DBE PROGRAM, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED DBE 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 M/WBE Office at(817)212-2674. FORT WORTH ATTACHMENT Page 1 of ge 1 of 3 3 City of Fort Worth Disadvantaged Business Enterprise DBE Subcontractors/Suppliers Utilization Form Check applicable block to describe prime OFFEROR COMPANY NAME: _ E]DBE ❑NON-DBE PROJECT NAME: BID DATE: PROJECT NUMBER: CITY'S DBE PROJECT GOAL: % I Offeror's DBE GOAL COMMITMENT: % Please read the following statements prior to executing this form. Offerors must provide information on all prospective subcontractor(s)/suppliers who submit bids/quotations in support of this solicitation.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 the bid specifications. The Offeror further agrees to provide,directly to the City upon request,complete and accurate information regarding actual work performed by all subcontractors,including DBE(s)arrangements submitted with this bid, The Offeror also agrees to allow an audit andlor examination of any books,records and files held by their company that will substantiate the actual work performed by the DBE(s)on this contract,by an authorized officer or employee of the City.Any intentional andlor 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 program and creates a material breach of contract 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. Prime contractors must identify by tier level of all subcontractorslsuppliers.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 ist tier,a payment by a subcontractor to Its supplier is considered 2ntl.tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a DBE and counting those dollars towards meeting the contract committed goal. Offerors must also provide the previous years annual gross receipts of all subcontractors/suppliers listed on the utilization form. This information may be expressed in the dollar ranges provided that column. Counting RBE Participation: If materials or supplies are obtained from a DBE manufacturer,count 100 percent of the cost of the materials or supplies towards the goal. If the materials or supplies are purchased from a DBE regular dealer,count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE neither a manufacturer nor a regular dealer,count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases,the Offeror is responsible to identify the amounts to be used toward the committed DBE goal. If hauling services are utilized,separation of dollars for haul-in and haul out is required. In addition,the Offeror will be given credit for utilizing a RBE hauling firm as long as the DBE owns and operates a least one fully licensed and operational truck used on the contract. The DBE may lease trucks from another DBE firm,including DBE owner-operated and receive full DBE credit. The DBE may lease trucks from non-DBEs,including owner-operated,but will only receive credit for the fees and commissions earned by the DBE as outlined in the lease agreement. Note:Be mindful of the 60%rule. Rev.2/10/15 r r I r I r r I r u r I r I r I r I r ATTACHMENT IA FopTWORTII Page 2 of 3 Disadvantaged Business Enterprise Subcontractors/Suppliers Utilization Form Check this box 0 if any subcontractor/supplier is a Sole Source and identify by writing sole source by the subcontractor/supplier name. NAMES AND ADDRESSES OF TYPE OF WORK TO BE Specify CERTIFIED DBE FIRM PREVIOUS YEARS ANNUAL SUBCONTRACTORS/SUPPLIERS PERFORMED Tier GROSS RECEIPTS Name: Type of Work: Address: Nos 0 150OK than $2 mil. 2 mil $5 mil Phone: Certified B ®more than$5 mil. Fax: $AMOUNT: NCTRCA n TxDOT II Email: Contact Person: Name: Type of work: Yes ess than$500K Address: No $500K-$2 mil. $2 mil_$5 mil Phone: Certified B more than$5 mil. Fax: $AMOUNT: NCTRCA LTxDOT= Email: Contact Person: Name: Type of Work: _ Yes � Riess than$SOOK Address: No 500K-$2 mil. 2 mil_$5 mil Phone: Certified B ore than$5 mil. Fax: $AMOUNT: NCTRCA L TxDOT Email: Contact Person: Name: Type of Work: Yes Bless than$500K Address: No 50OK-$2 mil. 2 mil_$5 mil Phone: Certified B more than$5 mil. Fax: $AMOUNT: NCTRCA E,TxDOT II Email: Contact Person: Rev.2/10/15 ATTACHMENT 1A FORT WORTHPage3of3 Disadvantaged Business Enterprise Subcontractors/Suppliers Utilization Form NAMES AND ADDRESSES OF TYPE OF WORK TO BE Specify CERTIFIED DBE FIRM PREVIOUS YEARS ANNUAL SUBCONTRACTORS/SUPPLIERS PERFORMED Tier GROSS RECEIPTS Name: Type of Work: Yesess than$500K Address: No 500K $2 mil. $2 mil $5 mil Phone: Certified B ore than$5 mil. Fax: $AMOUNT: NCTRCA i!�L TxDOT Q Email: Contact Person: Name: Type of work: Yes less than$500K Address: No $500K-$2 mil. $2 mil_$5 mil Phone: Certified By: more than$5 mil. Fax: $AMOUNT: NCTRCA QTxDOT= Email: Contact Person: The undersigned Offeror agrees to enter into a formal agreement with the DBE fines for work listed in this schedule, conditioned upon execution of a contract with the City of Fart 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. _ ALL DBES MUST BE CERTIFIED BEFORE CONTRACT AWARD. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Code Date Rev.2/10115 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: a M/W/DBE N� N-M/W/DEAF BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER fifhe Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this m. 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 ow 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 MIWBE 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, en 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? No Yes Rev.2/110/115 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 MBEs) listed was/were contacted in good faith. It is understood that any MBEs) 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 W0R-FH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered;use"NIA"if not applicable. Name of City project: M A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (I,1 applicable) Telephone: Facsimile: E-mail address: ('ellular.. 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 am 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 venture agreement) ■w Profit and loss sharing: w.. Capital contributions,including equipment: Other applicable ownership interests: _ o"' 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 Firingof management personnel —_ r. 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. ro MM 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 misrepresentation of facts. Name of MBE firm Name of non-MBE firm do Printed Name of Owner Printed Name of Owner aw Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner to Signature of Owner Signature of Owner 04 Title Title Date Date Notarization State of County of On this day of 920 , 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 saw Notary Public Signature .r Commission Expires (seat) am Rev.2/10/15 PM ATTACHMENT 1 B 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/WiDBE -1ON-M1\N/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % If both answers to this form are YES, do not complete ATTACHMENT 1C (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 r. 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 r, 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. if Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address rr 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 6 % 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 M/WBE 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 Offeror PROJECT NAME: TM/VV/DBL ff NONJI'Vr� BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % I 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 15t tier, a payment by a subcontractor to its supplier is considered 2"d 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 goat. 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 a Ireement. Rev.2/10/15 FORTWORTH 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 o Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax ` B B B Work Purchased Email E E E Contact Person E F1 El ." El El D F1 .. Rev.2/10/15 FORT 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 o Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax ' B B M Work Purchased Email E E E Contact Person E El F El El .. El wr< .... err Rev.2110/15 ""` ATTACHMENT IA �Rc 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 NamelTitle(if different) Company Name Telephone and/or Fax Address E-mail Address city/State/zip Date Rev.2/10/15 w .. GC-6.07 Wage Rates .R .. .m M no do Ift CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I no STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 so THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July I,2011 City Project Number 02223 A1R ON 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) an CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 w» Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher,Paving and Structures $ 14.12 gra Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 00 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 an 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 oft 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 .w 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 +r 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 "14 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 CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised duly 1,2011 City Project Number 02223 oft GR-01 60 00 Product Requirements w w w w w AM CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I an STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part II Revised July 1,2011 City Project Number 02223 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Marine Creek Interceptor Improvements—Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sanitary Sewer Replacement—Part 11 Revised July 1,2011 City Project Number 02223 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:01-31-2017 STANDARD PRODUCTS LIST Approval Spec No. ClasssiScation Manufacturer Model No. National Spec Size �- WASTEWATER Manhole Inserts-Field ODerations Use O v(Rev 2/3/161 330513 Manhole Insert _ Knutson It- riMade to Order-Pluck ASTMD 1248 F,r 24"dm 33 OS 13 Manhole Insert South Wemm Packaging Made to Order-Plasric ASTMD1248 For 24"dia. ' 330513 N.a:dtolc Luen _ Noflow-]nflow Made to order-Plastic ASTMD1248 For 24"dia. 0923/9fi 330513 M.,1,01,lvserl Squthwestcm Packin &Seal Inc. 1dfeSaver-Staidesa Stud For 24"tlia. 09n3/96 33 05.13 M.anbole Insert Southwestern Packing&SealS Inc. Tethe,Lok-Stainless Steel For 24•dia Manholes&Base;Prames&Covers Bectannular 3"-OS 1,(Rev 2/3/16) 33 O5 13 Manhole Frames znd Covers Wes[em Gon Works_,_Bass&Hays Fowdry ]001 24"x40"WD 33 OS 13 N.anhcic Fram:s end Covers VW Fomdry 680 24"x40"WD iManholes&Bases,Prames&Covers/Standard(Round) 33-05-13(Rev?/3/16) ---- 330513 Manf:ole Frames and Covers Western Gon'S7orks,Bass&Hays Fmmdn 30024 24"Dia. 33 OS 13 __Mznl.ole Francs and Covers MeK le:4oa Warks Ina. _ A 24 AM 24"Dia. 33 OS 13 Man}ole Frames and Covers Neenah Cas:wg 34"Dia. 33.05 13 Manhole Fram and Covers Vulcpv Foundry _ 13d2 ASTMA 48 —24M. 330513 .v.I,.I-Fransand Covers Si aCo o _ _ ',411-144N 33 05 13 M.ho%Frames and C,vms Si Co c MH-143N rano? 3 05 13 M.,ho a Frames and Covers Pont-A-Mous _ GTS-STD33 ]ydia on 05 13 M�vhol ham s and Covers Neenah Casting 24 dia. O;S:G 30 1, m--F sand C,v (thinned Powamed F:vi ed Doctilc Iron Manhole ASTM A536 _ 5.03 3 0 1 M 101 F,—,,_and Covers Saint-Gobain P�ncl'nes 1pay.rcdreays Rc32 R8FS 24 M. Rig Cover 30 M. 01131 0 0 1 0 D[MH Rin bast Jordan Lon Warks 1 4432 2 d 17483 Desi - AASHTO M306-04 30 Da. Alo:�Iq _ 3 05 1 0 D:MH Rtrg and Cover sip.Corporanon 0 _ - --- NSI1651FWT&MH16502 30'Dia OB,'.91-1 330,1> _>0'D_NH Ring enc Cover S[arR eProduc[s Wi32FTWSS-DC 30"D a lO/11. 33 D5 13 30"D'Nf•1 Ring ate Co _ Accucwt 320]00 Emory wi0+Gasket Rin 30"Dia i0"ERGO XL rlssemDly _10/14/13 33 OS 13 30"D:hC3 RiaE aoc Cover H^ed&Lockable) East Jordan Uon Works Ni h Car Lock/IvIPiGT-Gasket ASSH70 M705&ASTM A536 30"Dia Manholes&Bases/Frames&Covers,Water Tieht&_Pressure Tinht 33-05-13(Rev 2/3'1.6 33 0`13 Mznhole Frames and Covers Peno-A\4ou on Pamtight 24"Dia. 33 O5 13 Mcnholc P-and Covers \'_,h C=_ting__ - - 24"Dia. _"+3 0 1 Markole Frames-d Covv-s 2342 ASTM A 48 24"Dia 33)S 13 Mz role Frames and Covers W ostein Iron r.o-.s Bass PoHaps=nun 300-24P _ 24"Dia. ' 33 OS 13 Mar},ole Francs and Cavc:s Mci<�nlev Iron v".,k,L, WPA24AM _ 24"Dia. 03/08/00 330513 M.av}ole Frames and Covers Avcacast T_ —RC-2100 ASTMAgg 24"Dia. 0420/01 33 95 13 M.anto1,Fr amesand Co vers _ Se—vo:e L,,,, Prva�r.Ud. 300-24-23.15 Rin and Cover ASTM A46 2441 Dia. Manholes&Bases'NeD,1Comnonents 33-39-10(Rev 21'1.6__) 0]23/9] 1 33 05 13 Urahane Hydrophilic Waterston Asahi Kogyo K.K. pdeca Ultra-$ea!P-201 ASN D2240+D4!27D]92 0426/06 _ 330513 O ffsat loiv14or 4'Di-NM _ Hanson Coonrete Products Drawing No.3S-0048-001 0426/0' 33 05 13 _Profile Gasket for 4'Diam.MH. 1'ress-Seal Gasket Coa- 350-0G Gask<t ASTM C-443/C-361 SS MH .'36'99 33'a 13 PIDPP Manhols Advstmant Rip _ Ldech,mo _ _ HDPE Adjushven Pog_ Nov-traffiearea 5 1310 _ 33'S I3 Manic'c Er"mal Wrx C _a-CPS Wraad5eal Menhole Encaysula-ion System _Mmiholes&Bases/NeW/Precast Concrete Bev 1/8/131 33 39_10 M-achole,Precast Co— Hydro Conduit Co SPL Item:49 ASTM C -33910 M-a:hole,Precast Canmea Wyl Conue[e Pi Co.Ino. ASTM 6443 49' ' 33 39 10 ',Mad le,Precast C,aerete Forterm farmed?Gi rd-Hill,Haan° ASTM C 478 48" 0426/00 33 39 I0 [vIH Sinele Offset Seal Ioint Fortema formerly Gifford-Hill,H—,.. Tvice F Dw 35-0048.001 ASTM C 478 48"Di—MH 0923/96_ 3 39 10 _Machole,Precast Conuete Concrete Product Inc. _ 48"I.D.Manhole w/32"Cone ASTM C 478 4g"w/' con 08/30/06 33 39 10 Mazholc,Precast Concrete The T—Com av 48"I.D.Manhole w/24"Corse _ ASTM C 478 qg^ :C! O6 _ 33 39 1_,'. -Mar.}ole,Precast Cooaete 0ldcastle Precast be. 48"I.D.Manhole w/24"Cone ASTM C 4]B 48"Diem w 24"R_inS_ O6;09/'.0 33 35 I__ _MacLolu Rttast LReinfmce POlymer)Cevmete US Com,sire Pie Reifbrced Pol er Concrete ASTM C-76 48"to p_" V (Manholes&RA,e;/New/Fiberrtlass 33-39-13(1/8/131 !26/99 333913 er,lass Manhelc_ Fluid Contaimn Lrne. - Flowhte Noo-ta�narea _OSrO'06__33 39 13 eryles=Mardrolc L,F.Manufaentriv ASIM3753 Noo-ha$e area_ _ Manholes& IB-ases/Rehab Systems'Cementitious E1-14 Mwbcle-^-nae Systems uadex EI-14 T,Iahcle Reh,,Ss— Standard C-1 Materials,lac, Refiner MSP Ei-i4 'Manhole Rehabs stems AP/MPamebm - 420/01 E1-14 ManholeRehaS System Stroog_Compan S=z Beal M92A R6abSy— V;2/03 E1-14 MWidc Rzhab System Pol filex Tachnole'ev MH repair product to stn inEThatim ASTM 05813 08/30/06 _GcaerW Concrete Rc ai Fiew'Crc[c Tcclmob"e Vin 1 Poly—RC air Product Mise.Use Manholes&Bases/Rehab Systems/N__o_nCement++ious E1-14 I,4aNrele stab Jvsm EI-14 _ _ SSoun-a}rona9s, Spa Wa11 Pot ethane Coatin ASTM D639/D790 - - E=-cH Series20230and2100 --- 313 o'- Arc791,S1HB,S1,S2 N-,,- Acid Resistance Test SewerA Lcanons C aL.t C a W —ml _ -O1.aodM301_- OH/3G.+�. Ccacn Coronion Pr t„no, _--- ar evo'adel SLS-30 Solid,E — =D3262-/D3754 5A 1 tions1rocyPine Nevv'Cenmfu,alry Cast Fiberass Reinforced Piue 33 3] 13(1/8/1317/2U9' 3331.3 Cent.Cast Fibrglass HobasPipeUSA Ina Hban Pie03'>2'!0 333113 F:bcrglass Pie Amer., _ Bon&t—d RPMP Pie I0r30+03 us-Fifer Reir+f..cd Pol er Pie Aniltech U3A Fl,wtite ASTMD3262ID3754 6/9j1 Pol er b(odifiad Concrete Pine _ Amitech USA Me e_Pol a Pi c ASTM C33,A276,F477 8"t,102",Class V O6/09/10 E1-9 Reinforced PoI—C—,-Pie US Composite Pie Reinforced Poter Concrete Pie ASTM C-76 PiRes New/Concrete E144 Cone.Pipe,R—fi, __ Well Concrete Pi eCo.Ivo. ASTM C76 E1-04 __Conc.Pi a,R- ,,d H d _ dro Conduit Co omdon Class ID T&G,SPL Item k77 6 ASTM C 7 E1.04 Conc.Pi e,Rein:orced Hanson Concrete Produms ASTM C76 E1-04 Con,Pi e,Reinforced _ Concrete Pie&Products Co.Inc. ASTM C 76 Des/New/Ductile 1rcn 33-11-10(1/8/13) 33 11 10 Dunnle Iron Pipe Gri1Ln Pipc Purdue-,Co. Supm Be0-Trte Ductile Gon Prcssurc Pipe,Cl., AW Wp CI50,C15I 3"tluu 24" 33 11 10 13-1,Lon Pipe Ameccm Ductile Imo Pipe Co. Ameriean Fasrite Pipe AWA CI50, 33 11 10 Duc We Gor,Pipe U.S.Pape and Fowdry Co. AWWA C150,C151 331110 Ducdle iron.Pipe MoWanc Cast Iron Pipe Co. AW WA C150,C151 Prepared 3!24/2015 Page 1 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:0131-2017 STANDARD PRODUCTS LIST Approval Spec No. �Classsificafion Manufacturer Model No. National Spec Size Pi as/New/PVC(Pressure)33-11-12(4/1/13) 12/02/11 33-11-12 DR-14 PVC Press dPipe Pipelife Jetstream PVC P—Pipe AWWA C900 4"tlm 12" 1022/14 33-11-12 DR-14 PV C Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4"thm 12" —Pi pes/New/HDP_E(Pine Bursting/Sliolinine)33-31-23(1/8/13) �lbgW-it,PqLwth!gine Pipe PUli s DriscapiM Inc. 0 ticore Ductile Polyethylene Pie ASTM D 1248 8" - Hi -dasi of eth leve i _ Plexec Inc. -- ASTM 1)1248 8" e Ffi -densi of eth leve i s _ Polly Pipe,I¢o. -- _ ASTM1)1248 8" Hi densi_pel th leve i e CSR H dro CovdulUPi elme S tem McCorell Pipe Enlmeernmt ASTM D 1248 Pipes/Nervr TVC*33_31-20(7/1/13) - t Pyc s Pj2e _ T+_P iO3a _ 4't1w 12" x -31 jPVC S Pipe _ Cenau T d Products Com A TV D 3G3< 4"thm 15" ` 31 FVC P ]:open tc gCom ` _ amcr o ---_ A i --D '34 31 M3,97' --31 sa PliSewer.iPP c STVSDR2nu SDR-35 4�,AST.MD30 34 -- _--_ 33,31 2, -C'C Sewer Pipe _ _ :v S p _ - AST h1=]39 4 rhm 15'- 04/04 -31 =VC Sewer Pme -�1 ] s— SDA 26 and SDr-35 -- - ASTMD 3334 _ 4'tlw 15' _ -31 T 'VCS Royal B W' P dela Rovvl Seal Sofio Nall Pipe SDR 26&35 AST\!3''4 __ O d"15" ` i 2.; PVC$ ? _ _. -. F..:s h es�J -_ ASTM D 3034 8. p.. 11/1198 _-3I2D PVC Sewer Pic, 6m.dt I [ Carpora[ion _ "$"Craviy Sewer Pipe _ 4STM?679 I8'to27" " 33-31-2D PVC S P'ce ]-M:Vianvfa h C In.MEa - - -- gIe) __..--_ STM=679 18"-27" C9i11/12 31-3'-20 PVC S P'cc �:hfe tet Strc2a. SDR 26 wd SDr-35 ASTM F-679 78^ C4"-,,'5 33-3_2D PVCSoIid Wall Pip- Diamond?Iastcs Corporaao° pS 46 ASTM F-679 C427_6 3?-3':20 PVC Sewer Fittings —SDR evd$DR-35 Cruket Fittings_ ASTM D-3C34,D-1734, to 0 ` 33-31-2D PVC Sewer Fi.rgs Plastic'-rends,In c Gasketed PVC Sewer Main s m g^ _ _ ASTM D 3034 _11/17/99 E100-2 Closed Prefile PVC Pipe - - Diamond'Iastia Corpomdon _ASTM1SC5 9_4 18"to 43" 3"to 48" PIDp%New/Rlbbed Open Profile Large Diameter 092E/91 E1GG-2 PVCSewer Pipe,Ribbed5555 LamsodVlen Pie Carlon V'.on H.C.Closed Profile Pie, ASTM F679 1911 to 48" 09:2E/97 ,107 2 PVC Sewer Pi e,Ribbed Eq--1--Technolo'a,Inc. Ultra-Rib C en Profile Sewer Pipe ASTM F 679 18"m 48" EI00-J PVC Sewer Pipe,Ribbed Up—ETIC - lli!C/10 (E1G0-2 2o'.yo`op leve(PP Sewer Pi e,Double Wall Advanced Drainage Sygt—(ADS) _ $miTi[e HP Double Wall Cortu ted ASTM F2736 ---2e-30- 0 E100-2 Pclycro !gine ?Sewer Pi Tri le Wall Advanced DraimIteS stems ADS SaniTite I�Tn le Wall Pi ASTM F2764 30"to 60" 05!16/Il S[cel Reinforced Pol eth le¢e Pie C-Teeh Construction Prodnds Durmaxx ASTM F 2562 2411 to 72" Pi2e$/Rehab/CIDP 33-31-12(01/18/13) ` Cured.Place Pie Insituforeo Texark,Ioe ASTM F 1216 05/03/99 Cured in glace Pie NatioveI E¢virotech Gro National Liner,SPL Item#27 ASTM F-12160-5813 0529/96 Cured m Place Pie R gilds lnc7]finer Technol erUSA� _ :oliner Tech¢ole ASTM F1216 Pipes Rehab Fold&Form Fold and Form Pie CWlum.?ipe Svs[ems,Inc. 11/03/93 Fold and Form Pie I¢situfonv Tccb logia,Ino. Insitutnrm"NvPlpe" _ ASTM F-1504 Fold a¢d Form Pie A encan pipe&P!astia Ino, bcm ose Od 12/04/00 Fold and F.-F e Ultral,ner Ultrahner?VCh11oy Rpeliver _ASTM--1504,13'1,1367 06/09/03 Fold and Form e Miler Pivelinc Com. EX Method _ ASTh'.F-ISC4F-,947 U to 18"diamejer Pipe Enlarl2ment Svctem(Method)33-31-23(01/18/13) — -— PDA Systemsystem _ -- - - �MeCorellSstems PA4 C_ b. Pplethleve PMC to v✓ay,N1. A roved Previously_ _._... McLat Covsav Pol efh le¢e Hocstaq 7—s A roved Previous! TRSS tans Trenchless Rcd--nem_S stem Pol eth lene CWga�r Cuada A Loved Previous! _ Pi e Ca in S ace 33-05-24 07/01/1 11/04/02 Stec:Bind Casing Spacers __ Advane_d Pradacrs and Systems,Ina Carbon Steel Spacers,Model SI 02/02/93 Sa:..lcss Steel Cazmg$paces Advanced Prod��cts and System,I¢e. Stainless Steel Speett,Mudd SSI 0422/87 Casing Spacers Casgdc Viatcnvorks M—boh mg Casm $aceta -- 09/14/10 Stanless Stell Cazin S actt - 8 P 8 P P:Peliv_Sed and I-Jacor $tailless Stn g$pneer - 09/l4/10 Coated Steel Casio Spacers Up to 48"<Ix2> Pipeline SeW and?nsvla[or Coated Steel Casio Spacers -- Up to 48°<I><2> CS/10/11 Starless Secl Casivg Spaces - P.Werseal 4810 Powerchock Up to 48" /E <I><b Coatin¢s, 00xv 33-30-60(01/08/13) - -- ;25)2 .dozy L: �$ystem -- S rse¢C, S—,Gard210RS LA CounN✓2:0-1,33 0?/1405 Cpo.yL .gS stem ErtechT lmical Coatin Erteoh 2030 and 2100 Safes C4l14/OS - C teior Ductile Iron Pi a Cnatin Lidvmc _ _ Protedo 401 ASTM B-117 Ductile Irov Pipe Orly Co at Pwvret ane - Pip>eaaa'ves&Fitting/Combination Ar as Relee 33 31 70(01/08/131 WATER -- EI-I l Cvmbivatiov Air Rdease varve GA Intlatries,IDs. Empire Air and Vacrm Valva Model 935 ASTM A 126 Class B,ASTM A 1"&2" EI-11 Combination Aa R,Iease,tl e MNri lex Marfa Ce. Cnspin AG and Vacuum Valva,Model No.AS, " El-II ___Combination Air Release Waive Valve and Pnmer Ce APCO#143C,'--C.d0147C Pioec,'Vaives&FiCin,s,Duc`ile Iron Fittine 33 11 11(01/08/13) - -- 0723 2 Et-, Ductile r_Fi.ty.ns Sar Pipe Produets,Inc. Meeh ci lvnt P'tnngs A ,s^l srtr Cl to El D rile or F �_ nR P d eta,Co. M h F''v E7 C D stile on FifM 4 N efTyler P p.U Jdlifi s D vis P( L 17° t F 1 es SSB Class 350 Aµ 1 L 1'.C,C III 08"C 9S Elm(7 h Fi:dngs Sgma,uo. C _ 153 A40 Fltin s C:- o l rin Cl» q_ 24" 05,2E 4 E1 07 D�td.I - A t 35 1 4 12" 05::4:33 E:C D file I tRrstraints - - -� hJ crd.yye Box C.:.l c'-Flan, _ ni-CI vc Sones 1.70 _.1lL r._rl 4 to 36" )5/14 og El \C to tR t- - =ord Piet B zCo�'[Jni-Flzn, _ U' 5cria'S'C circle-Look q„; r'_t'C'.-'l_ 4”to01' 11'Cc,p.l 3-707 U Ic A O Doll,In - O B IIR t r tP A\s.l 1 "'I Cl'.3 ^9/12 3e1111 F hlc Pp M al]'tR train[ EBAAI 1- D2/29,12 4 CI I CI15t,1`3 4"to 42' -11-11 -- -- - _ P ci P\ P_pyi L el Jo R tram[ EB 4A Ir ,ne, NtgJ Se Cf tf-Pt'C LLI I_' 1i3_ --- - 4 to 24' 08/05/04 3-1-07 M..vhav ell t�R:lainerGl�2ds _ sip e,Co. - s_..Vva luu 1 F -vl Jov.R srm--- raIACIII 4"to 24" mar 3 0/12/10 El a Tn.'or R 1 Svsmm S&B TecMoial Products1 c],r ASTNi- 4"tp Iz" ,8 161,'6 EII�11 Mcnm tlI ,Reta.r G Ird 6 ' lmds Staz Pip Protlucrs lve. _ PVC SI g'1pS :est�40n W _ AWACI53 Vto 24" Prepared 3/2412015 Page 2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:01-31.2017 STANDARD PRODUCTS LIST Approval Spec No. Classsification Manufacturer Model No. National Spec i Size BOLTS.NUTS.AND GASKETS 33-11-05(01/08/13) I_Pipes/Valves&Fittings/Resilient Slated Gate Valve*33-12-TO(05/13/]51 _. _ Rvsilicp[`F,'edged Gzleyzl.e w/n0 Gears Arnerican F:aw Conbol Sens 2500 Drawin#9420247 16" 12/13N2 Resiliect Wede a!ve _ -- F:ow Covo'ol Series 2530 and Series 2536 _ AWWA C515 30"and 36" _ _- 9f_'1 v9 R :I'm'a'edge Ua[-V ave -m', F' C tr l Sence 2520&2524 SD 9420255 AW WA C515 20"and 24" ,5/IE 59 _Reuiace Weaae i,u[^Varve _ ran F'.aw Convol Series 2516 SD 94-20247 AWWA 0515 l6" 1;V24/p0 i EI-26 Rm1-1 Wedge Oa[.Va!vc _ --no F.-Control Sema 2500 uetlle Lon AWWA C515 441 to 12" C c5/ca Rasllie„l Wcilgo Ga[.va7vo _ nmenewt Ffow Control Amerism AVlC Resilient Seeded GV AWWA C515 AWWA C509 44 and 48” - 42" d 48"AFC 2500 2'2_i/51 E1-26 Rasil-We�c Gate Valve _ Ameriem AVK Comm to 12" C124C 7, EI-26 R 'icn \d G^t V�vc Ameriem AVK Camra 20"andsmaner ' El 6 R !- Ver. -- Kerne EI-26 F S d.. _\'a.c -. M&H 4,•-12" ,ic ` EI-26R :ienl S 1- 41 II_ 4.,_12" ' Co. 4" 12„ 11/08/99 1 R I;e, a - <a v M u r Cc. Sena A2361 SD 6647 01/23/03 _ b0 G --- _ h 11 Co. AWWA C515 4AWWA C515 24 n!d 6 v" m3a6l"' er05/13/05 CoMuele3 01/31/06 M Iter AWWA C515 30"sc -Mueller Co. _ Mue0tt 42'&48",GSIS AWWA C515 _42 lTMI El-26 RG-1 "znL 46" ..e2 J, G t 'a'.e CI I J e Co. __AW WA C509 4'-12- 10/04/94 Cl" �o. 16"RS GV SD D-20995 AW WA C515 :6' 11/08/99 El 26 R.-:Bent W'eeae Gate Vz __ CI a]re Co. Clow RW Valve SD 0.21652 AW WA C515 smal:er 1129/04 Res,lient A'ecge Gale'v a:ve Clow Valve Co. Clow 30"&36"C-515 AWWA C515 3o"md36"(Note3) 11/30/12 Resilient Wed"e Gale Vive -- - -- - -- Clow Valve Co. Clow Valve Model 2638 ANNA C515 2<'w 48"(Note 3 OS/08/9l E1-26 Resilient Seared Ga,Valve - Socsham Valves&Fittings AW WAC 5n9,ANSI JaO-stem,ASSM 4"-12" ` EI-26 Acsilien[Seared C--Valve U.S.Pipe and FmCo. mne-al250, nuemems SPL%7a 3"to 16" -- ]ORE/16 33-12-20 Acsiliev[Sea:cd Ca;e valve - E:,T.t.;o_danlron Works EI FI-Mater Gate Vslve&Boxes 'PipeSNalves&Fittinoc/Rubber Seated Butterfl Valve 33 12-21(07/10/141 " EI-30 trims ldD T He"a Co AWWA C-504 2q " EI 0 P.bhTS 9 t,l Mueller Co AWW4 C-50 -_ ler 244 and s�� 1/11199_ EI-0 R bb-s o3❑ 1 Deztmk Valves Co AlVwn -5_ 2 and or _ - 06/12/03 VaLnanc Valve and Manufzcturin Corp. Va ads Amman Butted]Valve. AWl'4"'- 4 U toN diameter _04/06/07 EI D R bb� a er min-d)•. ale M&.H Valve _ M&H Style 4500&1450 AW W A C-5�< 24 tc 48 __ 3/12/96 W'a:cr SSS-Encs -- _ -- _ Water Plus B20 WaterS ho Station -- Dry Barrel F_ire Hydrants 23-12-dC(01 r15!l�) I n'01i67 E112 _ -D 2w F I-dr - - - - Amencon Darlu Valve Dawn N 9018608,94-]8560 AW W.4 C-502 --- __ C'3185 E-I I D Bar F H Ane.-DarLn Valve SM1 l) ¢Np 94-:8791 __ ..930/0.7 E-1-12 Dry Barco Fire Hywan[ - p. A}IG/A C-$D2 -- CI oatioa 91!oa Days No D-�9S9S AW WA C-ip2 '1/14/53 E 1 1 D Barr F H'dant_ Amen VK r' an Mcde 00 - AW W_A C-, -- .. .27 AA WA I; CS/24/88 E-1-12 Dry Ben h M,dr t CI C - Dra—s D20435 D20436-820506 47✓k4 -502 EIIJ try Bzrz F }'ydr ITTK d�_'e Shop DraW.n No Da07B3FW AWW4 C-502 C9/24/87 E-1I DryB.zrt F Hydrant M&Ht -_ .e Comnanv_ Sho Dm-ngNo 13476 _502 10/14/87 Shop Drawings No.6461 - H-1-12 Dry Bare'F�e Hydrant Mueller Comoxny A-423 Cmtmiov AWWA C-502 CV15/88 EI- Sbop Dewing FH-12 12 Dry Barel Fve Hydrant Mueller Cos A 423 Sp,,Ccmvion 200 10/09/87 E-142 D B-1 Fire Hydrmt _ U.S.Pi cS Foundry ShopD-in No.960250 AWWA C-502 U9/16/S7 E-1-12 Dry Barre'.F-Hydrant Waterous Ccm _ AWWA C-502 Ub-16 33.1230 D eE-1 Fire Hycront ,ny Stop Drawing No.SK740803 AWWA 6502 !' FU est Jordan Lcn Works) __ W-Mastcr 5CD250 Water Annurtenances 33-12-IC 07 0 - 0828/C2 T Double Strap S.ed:e ��Blair .317 N ton Coated Double fila Saddle '23/:2 12-1D Doub]e Snp_S ieS�ddle Mueller Comm DR2S Double(53)$ta Dl Saddle AWWA 1"-" 0 _ ,3 2 SVC.uoto24"Pi e -027/67 Curb S;o s-B¢II Mctcr Valves 6100M610GMT&6'nmT Cub s:o s-Ball Meter Valves McDonald 46D3B,4604B,61�ON.,6100TM and 6101M 0126/00 Coated Ta Saddle with Double SS Sba I'/-"and2 D,,,2 PPm JCM rndustriee Ivo. %406 Double Bond SS Saddle ?"Teps as a to 12" 1/',2 33-I2-25 Ta iris SleeveSCoa[ed S[ccl 7CM Industries,iris, 412 To m Sleeve ESS AW WA 6223 �IU /12�"Out 05/1./:1 Tppring Sleeve(Sta'vJass Stacl' powemeal _ i0"u 3490AS len e)&3490MI cod 16" 3-I -5 Tp- SI !C dSteel) It— FTS 240 AWW 4_C-2i T C q 4 24"Out C229 2 3-1 5 T ppn SI -!ter'I Steer Romae SST Sta-aless Steel - P 02'29/i_ 33-1 5 Tap„in;file v...tai.Icss Steel; A`Nw4C-223 l:p o24 w212"Out Roma SST m so,,d a Steel AW`N.4 C-22i li t>30"y 12"Out OSllo/11 J.'n[R CI F - - - PweTseai 323213,11 Join[R air CLw pl.tcMl Bo" iCom.silo Ltd DFW Plastics lr o. - 4"to Jp' DFW37C 12.lEPAF FTW Cmoosi'e Lid DFN Plastics tris DFW39C 1-IEP.4FFTW _08/30/06 _ PI nc[. B Composite Lid 1 DFW Plasties trio DFWE CI4-IEPA FTN ICL-11-1111N Class„A" _ I ,e Bos Bass&Has CMB37-B 12111E LM-9 -- Cavcrate N.e[er Box Bass&Has CMB-1S-Dva7 14:6 LHM _- _^^ncreL=N.eter Box Bass&Flas 1-65-BC51527LMm9 .Por et Encasement 33-11-10(01/08/13) -- 05/12/05 E1-13 Poi ell,Imo Enrasmmt Flasol Packer' Fulton Enteryrises AWW'A CICS - BmiI LLD 05/12/05 EI-13 Pol eth Imo Encasmmt Mountain States Plastics(MSP)and AEPmd. Standard Hardware AWW„Cres grail LLD 05/12/05 E1-13 Ploem lme Enusmmt AEP lndustEies Bdlstron b Cowtown Balt&Gasket AW WA CIpS grail LLD -'- Me ors 02N5M4 EI01-5 Detector Chmk Meter Ames Comm Model 1000 Detector C;- -5M4 Valve AWWA C550 4”. 08/05/04 Ma otic Drive Vertical Trvbine HeraMagnetic _ 10" _ Dave Ver¢cal AW WA C701,Class] 3/4"-6" NOTES From On'al Standard Prado.List - - <I> Carrier Pi I.D. - <> Above 48"App—ed on case b case basis G3> 30-inch and large, wren B-Pau <4> _ Product A roved to 36"However,C905 PVC Pi c u onl s oved 211111"to 24" -- e ort ater epartrum[s tan r acts st eon aopo to rnmmlz o pr atmw meet a ot[ o �Ii�epamamIs tan ar porn cations urmg uh�ry mnstrucbon prolecu. SpeciScatiws for specific pen roducts,are included as part of the Con-ttion Contract Domments5 theequiremmts ofthe Technical Sperdoatlon wiE override the Fort woM Water Department's Standard Spaoifieatiovs and the Fort Worth Water neparmtent's Standard Products List and approval of rbc specific products will be besetl ov the requirements ofthe Technical Specification whether or nor the specific product meets the Fort Worth Watu Department s Stmdard SpeciScadons oris ov the Fort Worth Water De arment's Standard Products List. Prepared 3/24/2015 Page 3